The URL can be used to link to this page

Home My WebLink About330 S STILLAGUAMISH AVE_BLD6514_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 330 S STILLAGUAMISH AVE Permit#: 6514 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31051100102900 DATE OF ISSUANCE. Scope of Work: Replace equipment,new finishes Valuation: 353380.00 OWNER APPLICANT CONTRACTOR PUBLIC HOSPITAL DISTRICT#3 Skagit Regional Health Trico Companies LLC 330 S STILLAGUAMISH PO Box 1376 15066 Josh Wilson Road ARLINGTON,WA 98223 Mount Vernon,WA 98273 Burlington,WA 98233 360-428-6416 360-757-2373 LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 3 CONST.TYPE: 1B DWELLING UNITS: OCC GROUP: I-2; Institutional BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 1 I O/IRC 110. ALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax re)q form and coded City of Arlington#3101. 4 5 Ztj ��,Gz O 09/05/2025 pIicant t re Date Building Official Date CONDITIONS Adhere to approved plans.Permit shall be onsite for inspections. Call for inspections. The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 09/05/2025 Building Plan Review $2,362.02 09/05/2025 Processing/Technology $25.00 09/05/2025 Building Permit $3,628.67 09/05/2025 State Surcharge-Commercial $25.00 Total Due: $6,040.69 Total Payment: $6,040.69 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOCUMENTS ✓ City of Arlington Commercial Tenant Improvement Permit Application ✓ Site Plan ✓ Architectural Plans Structural Plans ✓ Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ ✓ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding 0 Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ❑■ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: New Space ❑ Addition ✓ Alteration Property Address. 330 S. Stillaguamish Ave Project Valuation: 353,380.00 Lot#: Parcel ID No.: 31051100102900 Subdivision: Project scope of work: Replace CT Equipment, new finishes Description of New Tenant Business Operations: Patient Care IBC Construction Type: I-B IBC Occupancy Type: 1-2 Hospital Building/Space Square Footage: 96,532/450 Number of Stories: 3 Square Footage Per Floor: 1st 36,737 2nd 30,995 3rd 14,400 4th Sth 6th Primary Contact: ❑■ Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: Michael Yengich office No.: 360-428-6416 Email Address: myengich@skagitregionalhealth.org Cell No.: 360-770-1498 Mailing Address: PO 1376 city: Mount Vernon state: WA zip. 98273 Architect Name: Jennifer Sheahan Office No.: n/a Email Address: jsheahan@skagitregionalhealth.org Cell No.: 360-202-7550 Mailing Address: PO BOX 1376 City: Mount Vernon State: WA Zip: 98274 Professional License Number: 12803 Expiration Date: 06/2026 Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in t e s washing,rinsing, es No ❑ Don't Know n/a cooling)? Does your busi ES permit? ❑ Yes Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Jennifer Sheahan 05/27/25 So ature Print Name Date REV03.2022 Page 7 of 7 E V PROJECT DATA CASCADALLEY HOSPITAL SIZE E 4.83 ACRES MEDICAL&OTHER HEALTH SERVICES PARCEL# 31051100102900 TAXID# 91-0792201 LEGAL DESCRIPTION: SEC 11 TWP 31 RGE 05RT-36)BEG NE COR SE1/4 NE114 TH S 660FTALG E LN SEC TPB TH W 439.56FT RUN PLW N LN SO SUB TH S 660FT MI TO S LN SO SE114 NE1/4 TH E 439.54FT TO SE CDR SD SUB TH N 660FT M/L TPB LESS BEGON S LN SD SEi/4 NE 304FT W OF SE CORSO SUB TH N 20OFT TH W TO W LN AFORE-SAID TR TH S TO SW CDR SO TR TH E ALG S LN SD SUB TPB ALSO LESS BEG NE CORSEi/4 NEi/4 TH S ALG E LN SD SUB 1122FT TPB TH W PLT S LN SUB 229FT TH S PLT E LN SO SUB 116FT TO S LN SO SUB TH E ALG S LN SD SUB TO SE CDR THOF TH N ALG E LN SO SUB TPB EXC RD LESS S 25FT TH OF TO CITY OF ARLINGTON&ALSO EXC ANY PTN OF BLDG ONLY DESC ON ACCT NO 113105-1-042-0003 LY THOF ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS OWNER SITEADDRESS: 330 S STILLAGUAMISH AVENUE ARLINGTON,WA 98223 & AND SKAGIT REGIONAL HEALTH X 1415 EAST KINCAID STREET ACT ACOUSTIC CEILING TILE DETAIL REFERENCE MT.VERNON,WA 98273 PROJECT DESCRIPTION AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT REGIONAL DIRECTOR:MIKE YENGICH ALT ALTERNATE myengich@skagitregionalhealth.org THIS PROJECT INVOLVES REPLACING THE EXISTING CT SCANNER AND INCLUDES NEW FINISHES,CASEWORK,AND DOOR HARDWARE.THE PROPOSED WORK ALUM ALUMINUM 360-428-6416 DOES NOT CHANGE CURRENT USE,OCCUPANT LOAD,EGRESS,OR PLUMBING REQUIREMENTS. zo AV AUDIO/VISUAL BLDG BUILDING X ARCHITECT:JENNIFER SHEAHAN 0 ~a CLG CEILING AL jsheahan@skagitregionalhealth.org � it CUR CLEAR X'AX XX X INTERIOR ELEVATION 360-202-7550 O N CMU CONCRETE MASONRY UNIT (� COL COLUMN X CONC CONCRETE - w CONT CONTINUOUS DESIGN TEAM CPT CARPET DOOR TAG W CT CERAMIC TILE DIA DIAMETER STRUCTURAL D DIM(S) DIMENSION(S) ROOM NAME FACET DN DOWN ® ROOM NAME/NUMBER 2210 RIVERSIDE DRIVE w DR DOOR STE.110 < DS DOWNSPOUT MOUNT VERNON,WA 98273 �� _ •� - o DTL DETAIL CONTACT:STEPHEN TABERT DWG DRAWING ELEVATION DATUM stabert@f—tnw.com DWR DRAWER 360-899-1110 d (E) EXISTING MECHANICAL EA EACH Z ELEC ELECTRICAL C A ' COLUMN GRID ENGINEERING ECONOMICS,INC. _ ELEV ELEVATOR OR ELEVATION \_J\J STE.31201 25STERN AVENUE ENE ENLARGED SEATTLE,WA 98101 EQU EQUAL CONTACT:DANA THOMAS z Sk4jt RRegign4 Health EXIST EXISTING dana.thomas@eeiengineers.com EXT EXTERIOR (') WALL TAG 206-622-1001 i (F) FUTURE Y F-C FIBER CEMENT ELECTRICAL g FCP FIBER CEMENT PANEL K ENGINEERS FD FLOOR DRAIN 208 THIRD STREET FE FIRE EXTINGUISHER O WINDOW TAG LYNDEN,WA 98264 a FEC FIRE EXTINGUISHER CABINET CONTACT:DILL DIEPHUIS FF FINISHED FLOOR billdiephuis@k-engineers.com , FF SAM FOIL FACED SELF-ADHERED MEMBRANE 360-354-4757 FLR FLOOR Z FRT FIRE RETARDANT TREATED # Jp#f # CASEWORK TAG I' FDIC FURNISHED BY OWNER,INSTALLED BY CONTRACTOR yr_ LLI GE GALV GAL GALVANIZED " __ City of Arlington GLB GLUE LAMINATED BEAM '� - LU GWB GYPSUM WALL BOARD - Building Department U REVISION INDICATOR J HHB R HOUR616 _.�. APPROVED Q Q INSUL INSULATION HC HOLLOW CORE 1 Ly Kevin Olander- 08/20/2025 ~ HM HOLLOW METAL REVISION NUMBER IZ C0 HT SAM HIGH TEMP RESISTANT SELF-ADHERED MEMBRANE No changes authorized unless approved by HSS HOLLOW STEEL SECTION y the Building Official wv O ILO IN LIEU OF Il LF LINEAL FEET } N INT INTERIOR MAX MAXIMUM ITE PLAN " 11I MECH MECHANICAL QNR LIJ2MFR MANUFACTURER S Z Q <o MIN MINIMUM MISC MISCELLANEOUS Z N z MO MASONRY OPENING _ LJ,J = N)L NEGO W METAL DRAWING INDEX -��,r j ` ` _ '� C) Q a 3 NA NOT APPLICABLE - \ ,,�� +• , U) F NFVA NET FREE VENT AREA 3 \ V, N Z NIC NOT IN CONTRACT w a4 i OC ON CENTER I v _ U OD OUTSIDE DIAMETER Opp OPPOSITE -� • - _ n OH OPPOSITE HAND GENERAL ORWL OVERFLOW RAIN WATER LEADER PLYWD PLYWOOD G0.0 COVER SHEET J,'• PNT PAINT OR PAINTED G0.1 CODE SHEET - ',:Sr E MAPLE STREET PT PRESSURE TREATED R RISER - REF REFERENCE OR REFRIGERATOR INFECTION CONTROL _ 12803 REGISTERED READ REQUIRED y ARCHITECT RCP REFLECTED CEILING PLAN IC1.0 1ST FLOOR INFECTION CONTROL PLAN • C,�,-c j J/QQ7v� REQ REQUIRED w R&S ROD AND SHELF ¢ J N IFER SHEAHAN RD ROOF DRAIN ARCHITECTURAL RO ROUGH OPENING A1.0 1ST FLOOR PLAN AND RCP • w RM ROOM A2.0 ENLARGED PLANS • LL RWL RAIN WATER LEADER A3.0 INTERIOR ELEVATIONS SC SOLID CORE - - SF SQUARE FOOT/FEET SHWR SHOWER MECHANICAL HT SHEET - INVESTIGATION BY: DRANN BY: SI SQUARE INCH(ES) M0.0 COVER SHEET • - JS JS SIM SIMILAR M0.1 SCHEDULES AND DETAILS • - - __ ae SPEC SPECIFIED OR SPECIFICATION M0.2 SPECIFICATIONS • j ''4 DATE: PROJECT MGR: M2.1 OVERALL FLOOR PLAN • _ SQU SQUARE M2.2 DEMOLITION AND NEW WORK PLANS • �- - • -�+ TVEIT ROAD 02/07/2025 My aj SS STAINLESS STEEL � _ C HIGHLAND DRIVE t STL STREET ELECTRICAL STEAL SCALE: FILE NAME pz STRUCT STRUCTURAL .1.` a - j v ,�1- 1/8"=1'-0" GO.O.DWG b6 T TREAD E0.1 NOTES,LEGEND,AND INDEXTPD TOILET • �_- - d w 3„`= TO TOP OFPAPER DISPENSER E2.2 FIRST FLDOOR P FLOOR AN AN i PROJECT No: 3916-2024 § TOC TOP OF CONCRETE E2.3 CT ROOM ENLARGED PLANS • - ; TOS TOP OF STEEL E2.4 EQUIPMENT PLAN • j SHEET TITLE: �g TYP TYPICAL E6.1 POWER SYSTEM RISER DIAGRAM NO • C < U UNLESS NOTED OTHERWISE E6.2 POWER SYSTEM RISER DIAGRAM VCT VI NYL COMPOSITION TILE E6.3 PANEL SCHEDULE s - COVER SHEET € VIF VERIFY IN FIELD VT VINYL TILE - W/ WITH EQUIPMENT W/O WITHOUT WC WATER CLOSET A101 EQUIPMENT FLOOR PLAN WD WOOD S101 STRUCTURAL FLOOR PLAN • SHEET NUMBER: WF WIDE FLANGE S102 STRUCTURAL CEILING PLAN ,r VICINITY MAP ^ ` WRB WEATHER RESISTIVE BARRIER E101 ELECTRICAL PLANS • I NTS / 'O.O t3g WWF WELDED WIRE FABRIC E501 POWER SCHEDULE • v p� €8 APPLICABLE CODES DURING 2008 EXPANSION BUILDING INFORMATION IBC CODE SUMMARY BASEMENT OCCUPANCY AND EGRESS WIDTH 2006 INTERNATIONAL BUILDING CODE TOTAL FLOOR AREAS CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION: 2006 INTERNATIONAL FIRE CODE BASEMENT: 14,400 SF 14,400 SF/100= 2006 INTERNATIONAL MECHANICAL CODE FIRST FLOOR: 36,737 SF BUILDING OCCUPANCIES 144 OCCUPANTS 2006 INTERNATIONAL FUEL GAS CODE 1987 TOWER-BLDG 1 14,400 SF 2006 UNIFORM PLUMBING CODE AND PLUMBING STANDARDS 2008 EXPANSION-BLDG 2 22,337 SF HOSPITAL: 1-2 144/2=72 2006 INTERNATIONAL PROPERTY MAINTENANCE CODE SECOND FLOOR: 30,995 SF BUSINESS: B 2005 NATIONAL ELECTRICAL CODE 1987 TOWER-BLDG 1 14,400 SF ASSEMBLY: A-2,A-3 2006 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES(ICC/ANSI 117.1) 2008 EXPANSION-BLDG 2 16,595 SF 2006 INTERNATIONAL EXISTING BUILDING CODE THIRD FLOOR: 14,400 SF 2006 INTERNATIONAL LIFE SAFETY CODE CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY: 2006 FGI DESIGN AND CONSTRUCTION GUIDELINES TOTAL BUILDING AREA: 96,532 SF 72 M.R.I.BUILDING: 1,123 SF AREA OF REFUGE CALCULATIONS 72 MECHANICAL BUILDING: 325 SF SMOKE COMPARTMENT 1-1ST FLOOR 72 X 0.2=14.4" OCCUPANCY AREAS 106/3 SF/OCCUPANTS =PA OCCUPANTS X 6 0.=636 SF REQ'D<36"ACTUAL 72 X 0.2=14.4" BASEMENT: E /3=36 OCCUPANTS PER DOOR;X 0.2=7.2"REQ'D<qq^ACTUAL REQ'D<36"ACTUAL I-2 HOSPITAL SUPPORT 11,385 SF SMOKE COMPARTMENT 2-2ND FLOOR SITE INFORMATION B BUSINESS OFFICES 3,015 SF 7.749 BE/100=78 OCCUPANTS X 6 SF=468 BE 78/3=26 OCCUPANTS PER DOOR;X 0.2=5.2"REQ'D<44"ACTUAL FIRST FLOOR: GROSS FOOTPRINT OF BUILDINGS: 22,744 SF B ADMINISTRATIVE 15,365 SF GROSS FOOTPRINT OF PARKING AREAS: 42,588 SF 1-2 HOSPITAL 19,427 SF CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: OTHER IMPERVIOUS AREA: 15,218 SF A-3 ASSEMBLY 1,945 SF FIRST FLOOR OCCUPANCY AND EGRESS WIDTH LANDSCAPING AREA: 19,748 SF ALLOWABLE: 1-2: 4 STORIES,160 FT MAXIMUM SECOND FLOOR: A-2: 11 STORIES,160 FT MAXIMUM TOTAL SITE AREA: 100,298 SF B ADMINISTRATIVE 5,442 SF A-3: 11 STORIES,160 FT MAXIMUM ROOF GARDEN 1,895 SF B: 11 STORIES,160 FT MAXIMUM 1-2 HOSPITAL 20,384 SF 14,400 SF/100= A-2 DINING&SERVERY 3,121 SF ACTUAL HEIGHT: 1987 WING IS 4 STORIES,57'-9 1/2"ABOVE GRADE PLANE 144 OCCUPANTS Zp A-3 CHAPEL 1535E 144+86=230/2=115 F MAX ALLOWABLE AREA: UNLIMITED a THIRD FLOOR: U I-2 HOSPITAL 14,400 SF 115 X 0.2=23" 0 N CHAPTER 6-TYPES OF CONSTRUCTION: REQ'D<42"ACTUAL r 115 X 0.2=23" (� a CONSTRUCTION TYPE: I-B /J/ REQ'D<36"ACTUAL w FIRE-RESISTANCE RATING REQUIREMENTS: 115 115 LU BUILDING ELEMENT: 2 HR 86 X 0.2=17.2" BEARING WALLS: REQ'D<44"ACTUAL -INTERIOR: 2 HR to -EXTERIOR: 2 HR 19,197 SF/100=192 OCCUPANTS 66 NON BEARING WALLS: (n -INTERIOR: O HR 230 SF/15(WAITING)-16 OCCUPANTS a FLOOR CONST: 2 HR =208 OCCUPANTS TOTAL o ROOFCONST: 1 HR 208+50=258/3=86 ROOF IS WITHIN 20'OF FLOORS BELOW HEAVY TIMBER IS USED IN LOBBY AREA o Z SHAFT ENCLOSURES: 2 HR 86 X 0.2=17.2" CORRIDORS: 0 HR,SMOKE TIGHT REQ'D<72"ACTUAL SMOKE BARRIER: 1 HR ELEVATOR RMS: 2 HR 66 1-,, _,,1 ,,,,1 M.R.I.BUILDING: III 50 Skagit Regional Health B OCCUPANCY �86 EXTERIOR WALLS: 1 HR N&W OHR S&E SEPARATION DIMS: 11'-0"MRI WEST TO 1987 BLDG 86 X 0.2=17.2" 2,985 SF/15= 16'-4"MRI SOUTH TO 2008 BLDG REQ'D<36"ACTUAL 199 OCCUPANTS 50 199/4=50 CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES: 50 X 0.2=10" 50 50 FIRE BARRIER REQUIREMENTS: REQ'D<72"ACTUAL 50 X 0.2=10" A TO I OCCUPANCY=1HR FIRE BARRIER SEPARATION REQ'D<36"ACTUAL Z FIRE RESISTANCE RATING REQUIREMENTS: W tt I I TWO HOUR MACHIN PROVIDED OMENCLOS FUTURE FLEXIBILITY SECOND FLOOR OCCUPANCY AND EGRESS WIDTH TWO HOUR MACHINE ROOM ENCLOSURES PROVIDED W CHAPTER 8-INTERIOR FINISHES: !1 J 14,400 27=2 1 V IrVy/yry ASSEMBLY:A-2&A-3 Q 144 OCCUPANTS Q INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 J CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 144+127=271/2=136 ^^ ROOMS AND ENCLOSED SPACES:CLASS C LL 0 BUSINESS:B 136 X 0.2=27.2" C/) INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS B REQ'D 136"ACTUAL 136 X 0.2=27.2" O CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS C REQ'D<36"ACTUAL tt 6 6 ROOMS AND ENCLOSED SPACES:CLASS C PROJECT LOCATION MECHANICAL - HOSPITAL:1-2 136 W N BUILDING NTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 136 N b, CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 14,285 SF 1100=143 OCCUPANTS W J Z m ROOMS AND ENCLOSED SPACES:CLASS 6 J w Z 1,895 SF 115(WAITING)=127 OCCUPANTS ❑ =270 OCCUPANTS TOTAL 127 127 X 0.2=25.4" ; =z 008 CHAPTER 9-FIRE PROTECTION SYSTEMS: 270+110=380/3=127 REQ'D<44"ACTUAL _ m LA= --------- 1987 TOWER - AUTOMATIC SPRINKLER SYSTEM-NFPA 13 127- Q 1 BUILDING 1 3 127 X 0.2=25.4" ��/� Q O 0 CHAPTER 10-MEANS OF EGRESS: REQ'D<36"ACTUAL V/ U p HBBH Stss DESIGN OCCUPANT LOAD:1,472 I- < o J 0 L 127X 0.2=25.4" 110X 0.2=22"EGRESS WIDTH: REQ'D<36"ACTUAL REQ'D<88"ACTUAL REFER TO OCCUPANCY DIAGRAMS 127 110 NUMBER OF EXITS: i=i >1 BUT<500=2 EXITS PER STORY REQUIRED ?-� BASEMENT: REQUIRED 2,PROVIDED pp && FIRST FLOOR: REQUIRED=3,PROVIDED=7 :LJ SECOND FLOOR: REQUIRED 3,PROVIDED=5 3,274 SF/15= 2008 EXPANSION 6 THIRD FLOOR: REQUIRED 2,PROVIDED 110 X 0.2=22"�` OCCUPANTS 12803 REGISTERED BUILDING 0000000800 M.R.I. REQ'D<88"ACTUAL 110 ARCHITECT BUILDING HORIZONTAL EXITS PROVIDED BETWEEN 1987 AND 2008 CONSTRUCTION TWO HOUR FIRE BARRIER PROVIDED AT COLUMN LINE 1 AT EXISTING 1987 EXTERIOR WALL' II J N IF�ER n HEN HON HORIZONTAL EXITS PROVIDED BETWEEN 1-2 AND A OCCUPANCIES & & TWO HOUR HORIZONTAL EXIT PROVIDED e�ae e� o 0 0 g CHAPTER 29-PLUMBING FIXTURES: THIRD FLOOR OCCUPANCY AND EGRESS WIDTH GROUP A-2:3,274 SF/30=110 OCCUPANTS City of Arlington INVESTIGATION BY: DRANN JBSY. tt MALE WATER CLOSETS REQI-3 Buildin De artment 14,400 SF/100= €� 0 FEMALE WATER CLOSETS REQ'D=3 g p ®OCCUPANTS DATE: PROJECT MGR: 3€ MALE LAVATORIES REQ'D=2 APPROVED 144/2=72 02/07/2025 MY aj 6nLLAcuAM15H AVENUE _ _ _ _ - FEMALE WATER CLOSETS REQ'D=2 Kevin Olander-08/20/2025 SCALE: FILE NAME - WAITING WAITING ROOMS:3 TOTAL ° No changes authorized unless approved by 1/e^=1'-0" G0.1.DWG k; UNISEX WATER CLOSETS REQ'D=3 72 ` LAVATORIES REQ'D=3 the Building Official� l 72 PROJECT No: 3916-2024 GROUP 1-2:52,944 SF/200=265 OCCUPANTS it NORTH 72 X 0.2=14.4"- 72 X 0.2 14.4" SHEET TITLE: = =S MALE WATER CLOSETS REQ'D=9 REQ'D<36"ACTUAL FEMALE WATER CLOSETS REQ'D=10 REQ'D<36"ACTUAL CODE SHEET MALE LAVATORIES REQ'D=5 FEMALE WATER CLOSETS REQ'D=5y TOTAL WATER CLOSETS REQ'D=28 SITE PLAN TOTAL WATER CLOSETS PROVIDED=33 OCCUPANCY AND EXIT DIAGRAMS SHEET NUMBER: TOTAL LAVATORIES REQ'D=17 2 SCALE:1"=60'-0" NTS ^O. £5 TOTAL LAVATORIES PROVIDED=31 (v_ DRINKING FOUNTAINS REQ'D=3 pW DRINKING FOUNTAINS PROVIDED=3 €8 7 I.C.R.A. -GENERAL NOTES (41 I CONSTRUCTION ACTIVITY-TYPE C: sa°�"Teenw k • WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION REMOVAL OF ANY FIXED BUILDING COMPONENT OR ASSEMBLIES. INFECTION CONTROL RISK-GROUP 3: HIGH RISK. CLASS IV REQUIREMENTS: • OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. z , o ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE a i I I TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. O N U o 01P1 L'-'„- —�— — — J I • COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL � lsJ 6�L _ _ J CUBE METHOD BEFORE CONSTRUCTION BEGINS. W ® • MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING U) HEPA EQUIPPED AIR FILTRATION UNITS. e�"aiM Q - p So- oexa saani awun �e M c„a"510 — „_ _y „_ „a" o��,;o "o;a • SEAL HOLES,PIPES,CONDUITS,AND PUNCTURES APPROPRIATELY. o �� 6 Lai CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS z _ _ THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A — ° ° HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY S(a t Regional Health �'• CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED B1 — IF roa° EACH TIME THEY LEAVE THE WORK SITE. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR L SHOE COVERS. N"aasuoo" DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL V Pam,°•", COMPLETED PROJECT IS INSPECTED BY INFECTION PREVENTION — &CONTROL DEPARTMENT AND THOROUGHLY CLEANED BY THE z — _ OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT. LLI ------� r Il / REMOVE BARRIER MATERIALS CAFEFULLY TO MINIMIZE PROVIDE LLI • ACTIVE MEANS TO PREVENT AIR-BORNE DUST FROM DISPERSING INTO THE ATMOSPHERE. Q J Q J VACUUM AREA WITH HEPA FILTERED VACUUMS. _ W CO F_ � • WET MOP AREA WITH CLEANER/DISINFECTANT. O Il } N • CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN I L W w m TIGHTLY COVERED CONTAINERS. LL I J w z a • COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. z W s0 UPON COMPLETION,RESTORE HVAC SYSTEM WHERE WORK WAS C) Q 3 PERFORMED. Cn C) z (n w Z I.C.R.A. KEY NOTES C M< I _ PROVIDE SEALED CONSTRUCTION INGRESS AND EGRESS WITH BOTH TACKY AND DAMP FOOT PADS FOR DUST CONTROL 12803 REGISTERED PROVIDE TACKY FOOD PAD BOTH SIDES OF DOORWAY ARCHITECT v SEAL DOORWAY J N II AS HAON _0 INVESTIGATION BY: DRANK BY: JS JS = DATE: PROJECT MGR: 02/07/2025 MY 3= SCALE: FILE NAME: 04 1 3/32"=1'-0" IC1.0.DWG aW City of Arlington k' Building Department PROJECT No: 3916-2024 1 BUILDING 2 - FIRST FLOOR - INFECTION CONTROL PLAN APPROVED SHEET TITLE: L Sc Il : 3/32"=1'-O" NORTH Kevin Olander-08/20/2025 2 BLD 2- First Floor 0 2 4 8 16 24 ft. Infection Control W> No changes authorized unless approved by Plan 1/6" - 1' o" the Building Official a a� SHEET NUMBER: S� =o KEY PLAN IC1 .0 NO SCALE NORTH €tl GENERALNOTES UPS 223A • THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS, DIMENSIONS,SPECIFICATIONS AND SCHEDULES PRIOR TO PROCEEDING WITH ANY WORK. • CONSTRUCT AND/OR PROVIDE s 4 A« PROTECTION BARRIERS AS NEEDED FOR SAFETY,TO CONTAIN Office Office DUST DUE TO DEMOLITION,AND 1 1223 112221 KEEP BUILDING SECURE AND OFFICE 121.1 112.3 WEATHER TIGHT DURING THE R7 - B1 1223 Pa 1335i n Ba y CONSTRUCTION PERIOD. • INFILL,PATCH AND REPAIR ALL Patient Bay Patient Bay SURFACES AS NECESSARY TO 80.4 80.4 z PREP FOR NEW FINISHES. p o • THE GC SHALL BE RESPONSIBLE O FOR THE CLEANING OF THE JOB U AFTER ITS COMPLETION. LLJ CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING,PATH L1 OF TRAVEL TO THE JOB SITE,THE U) U) PARKING LOT. (n w a 0 Toilet Toilet 1227A 1221 4 .4 48.4 z f s ° 6 ° 3 SkagiRegional Health PATIENT Toilet �— TOILET 1334A I` 8 _�- - CT Scan z ACIDif , —\' / 1334 LLI ® ® ` ,, 1f. ` 5 zD ® 339.4 5 Tra ay 1227 3 ® \ 560.8 Uj U J CT SCAN �\ n r I CONTROL 3 n 11333 Q 1333 00 \ 2C 10 89.2 p01 2C 0 0 WNI U g 2D 9 2D r+ w w Q L GO2B Q 2BLA J z z Q >o a Z x z U_I �vsi C) Q 3 C/) U �o BUILDING 2 - FIRST FLOOR - PARTIAL FLOOR PLAN NEW ~ 3 `z 2 1 BUILDING 2 - FIRST FLOOR - PARTIAL FLOOR PLAN - DEMO V U o Scale: 1/4"=1'-0" NORTH Scale: 1/4"=1'-0" NORTH CityofArlington 12803 REGISTERED KEYED CONSTRUCTION NOTES KEYED DEMOLITION NOTES Building Department ARCHITECT APPROVED EXISTING TO REMAIN. -t EXISTING TO REMAIN. Kevin slander-08/20/2025 JTATE OER SHEAHAN SHI TN No changes authorized unless approved by the Building Official OFCI WALL MOUNTED ACCESSORIES: � REMOVE AND STORE WALL MOUNTED ACCESSORIES FOR REINSTALLATION. A. QUAD GLOVE DISPENSER,HAND SANITIZER,SICK BAGS. A. QUAD GLOVE DISPENSER,HAND SANITIZER,SICK BAGS. B. LEAD HOLDER B. LEAD HOLDER C. SHARPS CONTAINER C. SHARPS CONTAINER =_ INVESTIGATION BY: DRAWN BY: D. PAPER TOWEL DISPENSER D. PAPER TOWEL DISPENSER E. DUAL GLOVE DISPENSER E. DUAL GLOVE DISPENSER J9 J8 = NEW UPS. � DEMO MOUNTING BRACKET FOR UPS. DATE: PROJECT MCR: SYSTEM MAIN DISCONNECT PANEL. � SYSTEM MAIN DISCONNECT PANEL. a2/o�/zozs MY SCALE: FILE NAME: EXISTING EMERGENCY,CODE,AND NURSE CALL DEVICES TO REMAIN. � EXISTING EMERGENCY,CODE,AND NURSE CALL DEVICES TO REMAIN. aW 1/4"=1'-0" A1.O.DWG k¢ © EXISTING AIR&SUCTION DEVICES TO REMAIN. © EXISTING AIR&SUCTION DEVICES TO REMAIN. INSTALL NEW RUBBER FLOORING AND INTEGRAL 6"COVE BASE THROUGHOUT. � DEMO FLOORING AND 6"INTEGRAL COVE BASE THROUGHOUT. PROJECT No: 3916-2024 e, NEW SOLID SURFACE COUNTERTOP AND PLAM CABINETS. -Illi REMOVE EXISTING SINK,COUNTERTOP,CABINETS,AND UNDER-CABINET LIGHTING. SHEET TITLE: • INSTALL SALVAGED SINK,FITTINGS,AND PLUMBING. • SALVAGE SINK,FITTINGS,AND PLUMBING FOR REINSTALLATION. Building Z OFCI S.S.CORNER GUARDS. REMOVE AND STORE S.S.CORNER GUARDS FOR REINSTALLATION. First Floor € o EMERGENCY STOP BUTTON TO REMAIN. o EMERGENCY STOP BUTTON TO REMAIN. Enlarged Plan gg NEW WALL PROTECTION TO 48"H W/S.S.TOP CAP. DEMO EXISTING WALL PROTECTION AND PREPARE WALLS FOR NEW FINISHES. U SHEET NUMBER: ow 12 OFCI TALL STORAGE CABINET. 12 REMOVE AND STORE TALL STORAGE CABINET FOR REINSTALLATION. KEY PLAN A1 .0 €tl NO SCALE NORTH FINISH LEGEND ROOM AND FINISH TAG PARTITION TYPES ROOM ROOM NAME EXISTING TO REMAIN WALL FINISH XXX ROOM NUMBER X X X JBASE FINISH EXISTING TO BE REMOVED ACCENT FLOOR FINISH 6'-0"H PARTITION X — FULL HEIGHT PARTITION -INDICATES:NO ACCENT WALL FINISH SPECIFIED NO WORK PLAN AND ELEVATION SYMBOLS • REFER TO DOOR AND HARDWARE SCHEDULE • REFER TO TYP.MOUNTING HEIGHTS zpq DOOR AND HARDWARE TYPE O EQUIPMENTTYPE z O • CASEWORK TYPE AND DIMENSIONS (] d DESIGN SERIES O U #<### #—DEPTH � rn FINISH ABBREVIATIONS o LLI � L~HEIGHT a ;_--' �� IY A - ACOUSTIC CEILING TILE \� LLI WIDTH B - BASE D C CARET ARCHITECTURAL WOODWORK STANDARDS E - EX STING TO REMAIN PATIENT Y' � G - CORNER GUARDS TOILET L - PLASTIC LAMINATE i • REFER TO FINISH SCHEDULE ME- MATCH EXISTING P - PAINT C_ CORNER OR END WALL GUARD S - SOLID SURFACE 0 i ` ``t '��\ z T - TILE V - RESILIENT FLOORING \ X# FINISH LOCATIONS W - WOOD \ SkagiRegional Health UPS \1223A _ ' FINISH SCHEDULE P, -IBi - SYM FINISH DESCRIPTION REMARKS R1 `\ RUBB 81 BASEER MANUFACTURER: BURKE z �❑ ® \ \ \�\,- W STYLE: 597 MOCHA - - - - _ HEIGHT: 6"H - -' - B2 EXISTING TYPE: FLAT STOCK/STAIN GRADE \ w WOOD BASE STAIN: MATCH EXISTING CT SCAN \ Q Q C1 CARPET MANUFACTURER: MANNINGTON COMMERCIAL CONFIRM SPECIFICATION MATCHES 18� TILES EXISTING PRIOR TO SUBMITTAL \ \ STYLE/COLOR: INFINITY MODULAR-DEEP . CONTROL P7 - 61 \ �\\\" ' _ J d THOUGHTS II-SPECTER 43160 O SIZE: 24 x 24 G7 CORNER AND MANUFACTURER: ACROW ��N:SSM-20N/SSM-25MN 0 LL END WALL 5 A3.0 2 \ GUARDS COLOR: PEARL 934 ® � } N SIZE: 2"D x T-0"H OFFICE 4 LJ W m G2 CRASH RAIL MANUFACTURER: ACROW 1223 N:SCR-48M CRASH RAIL TO ALIGN WITH TOP OF P1 B1 \ W J z z COUNTERTOP AT EXAM ROOMS AND COLOR: PEARL934 O 6'A3.0 3 1 Z Q >o 36"A.F.F.AT CORRIDORS L > a HEIGHT: 6" \ x z G3 WALL MANUFACTURER: ACROWN:PANELS WALL PROTECTIONS BENEATH CRASH 4 ` _ Q W <w' PROTECTION RAIL AT EXAM ROOMS U 3 COLOR: 929 OYSTER GREY HEIGHT: 34"A.F.F. \ ` �� VJ U �o G4 WALL MANUFACTURER: ACROVYN:PANELS WALL PROTECTION TO 36"A.F.F.AT ut z PROTECTION CORRIDORS AND 48"A.F.F.AT PATIENT Q COLOR: 314 OZARK /, < TOILET ROOM - U U n a HEIGHT: 36"/48"A.F.F. L1 PLASTIC MANUFACTURER: NEVAMAR COUNTERTOPS,U.N.O. LAMINATE COLOR: VA7002T COOL CHIC L2 PLASTIC MANUFACTURER: WILSONART CLEAN ROOM CASEWORK LAMINATE COLOR: 4944-38 CASUAL LINEN 11-_'T M1 EXAM ROOM MANUFACTURER: MIDMARK COUNTERTOPS AT EXAM ANDCOUNTER TREATMENTROOMS COLOR: PEARL GRAY 616M2 EXAM ROOM MANUFACTURER: MIDMARK CASEWORK AT EXAM AND TREATMENT -`CASEWORK ROOMS /\] wnsHiNCTON COLOR: FLAX SHERWN 2 ENLARGED FINISH PLAN 1 BUILDING 2 - FIRST FLOOR - ENLARGED FINISH PLAN P1 PAINT MANUFACTURER: SHERWIN WILLIAMS SUPER PAINT.SANITIZING TECH. COLOR: COLOR MATCH BENJAMIN THROUGHOUT,U.N.O. Scale: 1/2"=1'-O" Scale: 1/2"=V-0" NORTH MOORE OC-11 CLAY BEIGE =e P2 PAINT MANUFACTURER: SHERWIN WILLIAMS SUPER PAINT W/SANITIZING TECH. INVESTIGATION BY: DRAWN BY:JS JS = COLOR: SW6206 OYSTER BAY ACCENT PAINT a„ P3 PAINT MANUFACTURER: SHERWINWILLIAMS SUPER PAINT W/SANITIZING TECH. DATE: PROJECT MGR: COLOR: SW7514 FOOTHILLS DOOR FRAMES AND TRIM THROUGHOUT 02/07/2025 MY a V1 RESILIEN NT MANUFACTURER: JOHNSONITE City of Arlington SCALE: FILE NAMEFLOO : ° STYLE: iQ OPTIMA -0" A2.0.DWG k¢ COLOR: 207 PRAIRIE DANCING Building Department V2 RESILIENT MANUFACTURER: MANNINGTON COMMERCIAL APPROVED PROJECT NO: 3916-2024 ; FLOORING STYLE: REALITIES III,PERSIAN WALNUT Kevin Olander-08/20/2025 SHEET TITLE COLOR: OUDH5675R Building 2 'f V3 RESILIENT MANUFACTURER: MANNINGTON COMMERCIAL No changes authorized unless approved by First Floor € FLOORING STYLE: ASSURANCEIII the BuildingOff icial COLOR: ROAN16348 Enlarged Plan b!7 W7 WINDOW MANUFACTURER: MECHO SHADE INSIDE MOUNT SHADE SHEET NUMBER: Sa STYLE: SHEERWEAVE 2000 �o i4 OPENNESS: 10% KEY PLAN f) A2.0 NO SCALE NORTH €8 26 30X 15 EXISTING SHIELDED EXISTING MED GAS NEW SIEMEN'S DISCONNECT SWITCH WINDOW TO REMAIN 21 DEVICES TO REMAIN re:ELECTRICAL SLOPED TOP INSTALL SALVAGED \/ S.S.END WALL GUARD K p2 / INSTALL WALL MOUNTED 0W1 000 ❑ ACCESSORIES AS L3 \ DIRECTED BY OWNER o ip W1 / EXISTING DEVICE LOCATIONS TO REMAIN-REPLACE IVORY DEVICES g1 81 AND PLATES WITH NEW,COLOR:WHITE REPLACE DAMAGED OR BROKEN PLATES Q1 SIDE SPLASH AS REQUIRED,TYPICAL THROUGHOUT CONTROL ROOM - INT. ELEV. SCANNER ROOM - INTERIOR ELEV. CONTROL& SCANNER ROOM - INT. ELEV. 3 SCALE:1/4"=1'-0" SCALE 1/4"=1'-0" SCALE:1/4"=T-0" z NQ O O U o W tY to VERIFY DIMENSIONS PRIOR TO FABRICATION EXISTING DEVICE LOCATIONS TO U) ADJUST CABINET WIDTH TO REMAIN-REPLACE IVORY DEVICES (n FIT WITHIN SPACE AVAILABLE 36 302 15 42 402 24 AND PLATES WITH NEW,COLOR:WHITE REPLACE DAMAGED OR BROKEN PLATES AS REQUIRED,TYPICAL THROUGHOUT P2 P1 26 84 L1 P2 P2 EXISTING EMERGENCY EXISTING SHIELDED / O SHUT OFF TO REMAIN P7 WINDOW TO REMAIN \ P1 z INSTALL WALL MOUNTED ACCESSORIES AS DIRECTED BY OWNER X / \\ \\ Skagit*Regional Health W1 INSTALL SALVAGED /\ 0❑0❑ \ / Wi 00 O L3 S.S.END WALL GUARD 0❑ o W1 L1 36 158 24 18 254 24 36 102 24 MIN. L 34 34 34 r CONTROL ROOM - INT. ELEV. W SCANNER ROOM - INTERIOR ELEV. CONTROL& SCANNER ROOM - INT. ELEV. z 6 SCALE 1/4"=1'-0" 4 SCALE:1/4"=T-0" 2 W J ~ d W 0 O w W _j wro �m z z Q >o > a Z xz LLJ <U Q 3 (n U z �o z U �< n a 12803 �((RE�GGIISTTEE,R�ED ARCHITECT T V J N IFOER nsHENcHoH =0 INVESTIGATION BY: DRAWN BY: is is = DATE: PROJECT MCR: 02/07/2025 MY 3SX = SCALE: FILE NAME: City of Arlington1/4^=1'-0" A3.0.DWG S. Building Department PROJECT NO: .3916-2024 APPROVED € SHEET TITLE: Kevin Olander-08/20/2025 INTERIOR No changes authorized unless approved by ELEVATIONS W the Building Official g at SHEET NUMBER: Sa =o KEY PLAN �� A3.0 NO SCALE NORTH €8 E U o'n CASCADE VALLEY HOSPITAL ARLINGTON, WASHINGTON 6 0 E � o LL $ ma � CT SCAN RENOVATIONS a a' :Ew INDEX OF DRAWINGS: PROJECT ADDRESS: MO.0 COVER SHEET, SITE PLAN, LEGEND AND PROJECT INFORMATION CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH AVE. MOA MECHANICAL SCHEDULES AND, DETAILS ARLINGTON, WASHINGTON 98223 MO.2 MECHANICAL SPECIFICATIONS M2.1 1/8 SCALE MECHANICAL PLAN Q o M2.2 1/4 SCALE DEMOLITION AND NEW WORK MECHANICAL PLANS DESCRIPTION OF WORK: MECHANICAL SYMBOLS LEGEND (NOT ALL SYMBOLS ARE USED ON THESE DRAWINGS) ADD,ADJUST AIR FROM THE EXISTING BUILDING HVAC O SYSTEMS TO SERVE THE REQUIREMENTS OF THE NEW CT (� o SCAN EQUIPMENT AND THE SUPPORTING UPS EQUIPMENT. LLJ SYMBOL DESCRIPTION SYMBOL DESCRIPTION CODE INFORMATION: fr_ • ANSI/ASHRAE STANDARD 188 ILL SINGLE DOUBLE HVAC MEDICAL GASES 2021 INTERNATIONAL BUILDING CODE(IBC) GENERAL PROJECT C0 W LINE LINE —Mv— MEDICAL VACUUM 2021 INTERNATIONAL MECHANICAL CODE(IMC) INFORMATION: a 1�� w+ RADIUS ELBOW —02— OXYGEN 2021 WASHINGTON STATE ENERGY CODE R=i.5W $ ZONE VALVE BOX AUTHORITY WASHINGTON STATE DEPARTMENT • 2021 UNIFORM PLUMBING CODE(UPC) OF HEALTH CONSTRUCTION REVIEW 6 'r � 1--r-.-� TRANSITION - CONCENTRIC(15-MAX. SUPPLY) WALL CEILING SERVICES z 2 C—•+ �-�T (30-MAX. RETURN/EXHAUST) 0 STATE OF WASHINGTON DEPARTMENT OF HEALTH ❑V MEDICAL VACUUM OUTLET AMENDMENTS TO THE ABOVE CODES. CITY OF ARLINGTON 45 DEG. RADIUS ELBOW oo �0 OXYGEN OUTLET CITY OF ARLINGTON BUILDING DEPARTMENT AMENDMENTS Y 1� TO THE ABOVE CODES. O ❑S SLIDE PIPING AND PLUMBING ASHRAE STANDARD 170-2013 0 PIPE ELBOW UP WORK DEFINITION FGI- 2014 CONNECTION TO EXISTING U.S.DEPARTMENT OF HEALTH AND HUMAN SERVICES PIPE ELBOW DOWN CENTERS FOR DISEASE CONTROL AND PREVENTION. PIPE TEE UP DISCONNECTION FROM EXISTING JOINT COMMISSION STANDARD EC.02.05.02 H PIPE TEE DOWN 1 INDICATES DETAIL AND SHEET NUMBER WHERE ADDITIONAL.FORMATION ABOUT DETAIL CAN BE FOUND 2022 WASHINGTON STATE CLEAN BUILDING E1.1 I PERFORMANCE STANDARDS ] PIPE CAP OR PLUG PIPE FLEXIBLE CONNECTION EF MECHANICAL EQUIPMENT CALLOUT; REFER TO � 1 MECHANICAL EQUIPMENT SCHEDULE PIPE UNION J 1 INDICATES SECTION AND SHEET NUMBER WHERE CONCENTRIC REDUCER xx SECTION CAN BE FOUND LZ � Q ECCENTRIC REDUCER 2 E 01 DETAIL/FLAG NOTE LL! (n DIRECTION OF FLOW U O DOMESTIC COLD WATER A REVISION SYMBOL Q = -- ---------- REMOVE EXISTING MECHANICAL EQUIPMENT DOMESTIC HOT WATER I I W J HWS HEATING WATER SUPPLY ABBREVIATIONS - - Q a o --HWR-- HEATING WATER RETURN AFF ABOVE FINISH FLOOR _ LLJ_LJ_LJ� LLIz =z EQUIPMENT DRAIN AP ACCESS PANEL _ III YV/ CVH CASCADE VALLEY HOSPITAL Q z LLJ o N PRESSURE/TEMPERATURE(P/T) TAP 0 ¢O (E) EXISTING C) GATE VALVE EAT ENTERING AIR TEMPERATURE p� e W I--- M Q oZ DWI BALL VALVE EEI ENGINEERING ECONOMICS INC - - U U n a ELEV ELEVATION •••��•• BUTTERFLY VALVE EWT ENTERING WATER TEMPERATURE 1987 WING ❑ '�o CALIBRATED BALANCING VALVE GC GENERAL CONTRACTOR BU DLSNG 1 LAT LEAVING AIR TEMPERATURE ] FEMALE HOSE CONNECTION IV LWT LEAVING WATER TEMPERATURE PROJECT - .�tF'Op WAD. C•,r� I� MALE HOSE CONNECTION MC MECHANICAL CONTRACTOR LOCATION - I I Wk iy �ca� D<E GATE VALVE WITH HOSE END (N) NEW - ,m N.I.C. NOT IN CONTRACT C-AN DKE BALL VALVE W/HOSE END NO \� �•��•� NORMALLY OPEN - Eilj xosvnn� eioo �3262 �z VV T�I CHECK VALVE PM PROJECT MANAGER 2008 WING a F� IONA SS 9Gl P/T PRESSURE /TEMPERATUREu00000000o tONAL ❑T ZONE TEMPERATURE SENSOR (EAST) I a SOS SAFETY OVERFLOW SWITCH UILDING 2 SP SPEAKER FIRE PROTECTION SRH SKAGIT REGIONAL HEALTH J o-II a •�•• DESIGNED BY: DRAWN BY: DT RH UPRIGHT SPRINKLER HEAD (TYP) TYPICAL _ tB TUE TERMINAL UNIT- EXHAUSTDATE: CILE ovEo Br:PENDANT SPRINKLER HEAD TUS TERMINAL UNIT- SUPPLY02/07/2025JNX EXISTING SCALE: NAME: "$ None MU.0 s - -- - --- s ST-GUA--NUE PROJECT No: 03-24423 $£ SHEET TITLE: City of Arlington Cover Sheet, g Building Department Legend €r 7 APPROVED and Notes 0� SITE PLAN KevinOlander-08/20/2025 =� No changes authorized unless approved by SHEET NUMBER: NO SCALE NORTH the Building Official c= Iw A 0.0 /I _ €m C D E F G H I U on RETURN TERMINAL UNIT (TUR) STEEL CLAMP(TYP) r MIN AIRFLOW INLET FLEXIBLE DUCT LENGTH 3 FEET [j,Q "— MAXIMUM(NO FLEX DUCT C CC TAG MANUFACTURER LOCATION SERVICE INLET MAX MINIMUM MAX SIZE NOTES _ i a o E ABOVE HARD COILING) O g ] AND MODEL SP INC CFM CFM (INCHES) 4 LL TUR-6-1 TITUS DECV COORIDOR 1000AI /4-4.1 UPS 1223A 0.25 25 100 550 7 [1][2] SUPPLY DUCT 4J USE DUCT SEALANT m d SPECIFIC SCHEDULE NOTES: ON SPIN-FITTING _ [1] FIELD VERIFY. a [2] NON-EROSIVE INTERIOR SURFACE. aE W INSIDE OF PLENUM 1" r SHALL BE FLAT BLACK 3m= PLENUM FULL NECK ory N� SIZE 3'-0"MAX // SUPPLY DIFFUSER /SpIN IN FITTING WITH GRILLE / REGISTER/ DIFFUSER SCHEDULE E MANUAL VOLUME DAMPER AND 1 LOCKING QUADRANT TAG IMAGE MANUFACTURE SERVICE FACE TYPE MOUNTING DAMPER MATERIAL COLOR NOTES SEAL ALL CONNECTIONS 2 AND MODEL TYPE CEILING GRID AIR TIGHT(TYP) SQUARE NECK SUPPLY S, TITUS MCD SUPPLY 24" x 24" T-BAR NO STEEL WHITE [,][2][3] [4] DIFFUSER CONNECTION DETAIL O 1 NOT TO SCALE V W R1 TITUS PAR RETURN 2" PLUS NECK T-BAR NO STEEL WHITE [1][2][3] [4] W' STEEL CLAMP W SPECIFIC SCHEDULE NOTES: FLEXIBLE DUCT LENGTH 3 FEET MAXIMUM(NO FLEX DUCT 1. MAX NOISE CRITERIA NC SHALL BE NC = 20 UNLESS NOTED OTHERWISE. ABOVE HARD COILING) CO 2. SEE DRAWINGS FOR CFM AND NECK SIZE. (DIFFUSER INLET TO BE SAME SIZE AS FLEX DUCT) PROVIDE MINIMUM 1" CO 3. PROVIDE BORDER TYPE TO MATCH CEILING. BETWEEN EDGE OF DUCT a 4. PROVIDE 24x24 OR 24x12 PANEL FOR LAY-IN CEILING APPLICATION. AND SPIN IN FITTING 5. PROVIDE BRANCH DUCT SIZE THE SAME AS NECK SIZE UNLESS OTHERWISE NOTED. RETURN/EXHAUST DUCT USE DUCT SEALANT ON SPIN-FITTING z° 3 INSIDE OF PLENUM 1 SHALL BE FLAT /l BLACK k� MATERIALS SCHEDULE PLENUM FULL NECK SIZE ITEM MATERIAL JOINING REFERENCE INSULATION NOTES RETURN/EXHAUST GRILLE 3'-0"MAX DESCRIPTION METHOD STANDARDS THICKNESS B ELL MOUTH SPIN-IN SPRINKLER PIPE STEEL PIPE WELDED OR ASTM-A135 - FITTING MANUAL DA SCHEDULE 40 MECHANICAL JOINT VOLUME DAMPER AND LOCKING QUADRANT GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA POINT BLADES TOWARDS SEAL ALL CONNECTIONS ADJACENT WALL------- AIR GRILLE AIR TIGHT GRID SUPPLY AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 1" (R-3.3) GAUGE PER APPLICABLE CEILING GRID RECTANGULAR ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL, EPER ACH SQUARE FOOT ON OR SEALANT(NOTICTTYPE TAPE UCT USE +4" PRESSURE CLASS 2 CONNECTION DETAIL 4 NOT TO SCALE J GALVANIZED STEEL, SINGLE HEAVY DUTY FLANGE. z WALL LINED -OR- WITH COORDINATE FLANGE W EXTERNAL INSULATION, REQUIREMENTS WITH SUPPLY AIR DUCTWORK, SPIRAL LOCKSEAM, LOCK STRUCTURAL ENGINEER, 1" (R-3.3) GAUGE PER APPLICABLE W U) ROUND AND FLAT OVAL FORMING QUALITY WITH A PER APPLICABLE SMACNA SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL, ROUND VAV TERMINAL UNIT U Q ZINC COATING OF 1.25 OUNCES DUCT MANUAL, ALL JOINTS USE +4" PRESSURE CLASS RE: SCHEDULE FOR SIZE Q = PER SQUARE FOOT ON TO BE SEALED WITH GASKETS TRANSITION TO BRANCH TRANSITION TO BRANCH d } M OR LISTED MASTIC TYPE DUCT DUCT SIZE AS REQUIRED DUCT SIZE AS REQUIRED W W EACH SIDE w m SEALANT(NO DUCT TAPE) J Z z GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA W ; :R RETURN AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 4" EXTERIOR DUCT GAUGE PER APPLICABLE =z n- ROUND AND FLAT OVAL ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA (WITH ALUMINUM SMACNA DUCT MANUAL W <u PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT WEATHER PROOF BARRIER) ROUND OR Q Q 3 5 EACH SIDE SEALANT(NO DUCT TAPE) RECTANGULAR U 0 GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA DUCTWORK DOUCTWORK UND RECTANGULAR to F FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS GAUGE PER APPLICABLE U U n EXHAUST AIR DUCTWORK ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA - SMACNA DUCT MANUAL 12"MINIMUM RIGID DUCT ON " a PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT THE INLET AND THE OUTLET OF THE TERMINAL UNIT EACH SIDE SEALANT NO DUCT TAPE FLEXIBLE FIBERGLASS BLANKET, ASTM-0553 K VALUE= 0.27 ®75' DUCT INSULATION FACTOKRAFTTRVAPORLIED BARRIIEIL SCRIM R JACKET VAPOR JOINT SEAL TYPCLASSEB'2 MINIMUM THERMAL REU FT SISTANCE= 3.3 RETROFIT & NEW 3 ROUND TERMINAL UNIT DETAIL GENERAL SCHEDULE NOTES: NOT TO SCALE 1. ALL MATERIALS REQUIRED FOR THIS PROJECT MAY NOT BE LISTED IN SCHEDULE. 3262 Az 2. REFER TO MECHANICAL SPECIFICATIONS AND APPLICABLE STANDARDS FOR FURTHER INFORMATION. F °FcrsT TIE° 3. ALL INSULATION LOCATIONS SHALL COMPLY WITH THE CURRENT WASHINGTON STATE ENERGY CODE. �SSIONALGl 6 DESIGNED BY: DRAWN BY: DT RH DATE: APPROVED BY: ,; ENVIRONMENTAL AIR SUMMARY TABLE 02/07/2025 JIN CODE[1] TARGET DESIGN DESIGN DESIGN DESIGN SPACE PRESSURE PRESSURE SUPI ILY AIR FILTER SCALE: FILE NAME: e8 ROOM CEIUNG SPACE MINIMUM AIR CHANGE AIR CHANGE SUPPLY EXHAUST RETURN CFM RELATIONSHIP RELATIONSHIP MERV NUMBER ROOM DESCRIPTION AREA HEIGHT VOLUME TOTAL PER HOUR PER HOUR AIRFLOW FROM AIRFLOW TO AIRFLOW TO DIFFER- TO ADJACENT TO ADJACENT N0. N0. NO. None M0.1 ;s S Sq.FT. FEE CU.FT. AC AC AC CFM CFM CFM ENCE AREAS-CODE AREAS-DESIGN 1 2 3 City of Arlington PROJECT No: 03-24423 $£ 1223A UPS 45 9 405 NR NA 81 550 AHU-6 0 NA 550 AHU-6 0 NR E 8 14 - 1223 OFFICE 73 9 657 NR NA 7 75 AHU-6 0 NA 75 AHU-6 0 NR E 8 14 - Building Department SHEET TITLE: 1331 ELECTRICAL ROOM 125 9 1125 NR NA 8 150 AHU-6 0 NA 150 AHU-6 0 NR E 8 14 - APPROVED Mechanical g 1333 CONTROL 90 9 810 NR 4 15 200 AHU-6 0 NA 200 AHU-6 0 NR E 8 14 - Sched ules 7 1334 CT SCAN 340 9 3060 NR 4 26 1350 AHU-6 0 NA 1350 AHU-6 0 NR E 8 14 - Kevin Olander-08/20/2025 and Details ' a� No changes authorized unless approved by the Building Official SHEET NUMBER: SCHEDULE NOTES =; [1] ANSI/ASHRAE/ASHE Standard 170-2013 G NA NOT APPLICABLE M O. 1 1 ; NR NO REQUIREMENT am A B C D E F G H I U on f� CC _ SECTION 23 00 00-GENERAL REQUIREMENTS C L Z� E 1 PART 1 - GENERAL SECTION 23 02 00-ENERGY COMPLIANCE 0 LL 1.1 FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, AND LABOR RELATED TO THE INSTALLATION OF THE MECHANICAL WORK AS INDICATED ON THE PART 1 - GENERAL •� QJ DRAWING AND SPECIFICATION HEREIN. CONNECT ALL FACILITIES TO BE INSTALLED FOR A COMPLETELY COORDINATED AND INTEGRATED 1.1 MECHANICAL WORK SHALL MEET THE REQUIREMENTS OF THE WASHINGTON ENERGY CODE. m a MECHANICAL SYSTEM. IT IS THE INTENT AND PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS THAT, UPON COMPLETION OF PROJECT, THE PART 2- NOT USED CAL INSTALLATION,INCLUDING ALL SYSTEMS,SHALL BE COMPLETE AND OPERABLE IN ALL RESPECTS. [ ] - 1.2 NEW WORK SHALL BE OF THE HIGHEST INDUSTRY STANDARD.THE GOOD APPEARANCE OF THE FINISHED WORK SHALL BE OF EQUAL PART 3- [NOT USED] c' m IMPORTANCE WITH ITS MECHANICAL EFFICIENCY.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ACCEPTABLE INDUSTRY PRACTICES. SECTION Z3 O5 Z9-MECHANICAL SUPPORTS a `w 1.3 THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL WORK,BUT DO NOT INDICATE r EVERY REQUIRED OFFSET,FITTINGS,OR ACCESSORY. LOCATIONS ARE APPROXIMATE AND SHALL BE SUBJECT TO MINOR MODIFICATIONS. PART 1 - GENERAL 3 FIELD-VERIFY ALL CRITICAL COMPONENTS AND DIMENSIONS.RECORD MODIFICATIONS ON"AS-BUILY'DRAWINGS. 3 m 1.4 CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE SHOWN IN DUCTS AND PIPING TO INDICATE THE GENERAL POSITION RELATIONSHIP OF THE 1.1 SECURELY FASTEN ALL PIPING AND DUCTWORK WITHIN STRUCTURES TO THE BUILDING STRUCTURE BY MEANS OF HANGERS, SUPPORTS, GUIDE c;: SYSTEMS WITHIN THE SPACE AVAILABLE FOR SYSTEM INSTALLATION.PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO COORDINATE WITH ANCHORS, AND SWAY BRACE SEISMIC RESTRAINTS TO MAINTAIN ALIGNMENT, TO PREVENT SAGGING, AND TO PREVENT NOISE AND EXCESSIVE u,N INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. STRAIN DUE TO MOVEMENT UNDER OPERATING CONDITIONS. 1.5 ARRANGE AND PAY FOR ALL NECESSARY PERMITS,FEES,INSPECTION SERVICES,AND ROYALTIES IN CONNECTION WITH THE MECHANICAL WORK 1.2 ALL MECHANICAL EQUIPMENT SUPPORTS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER AND SHALL COMPLY WITH THE ON THIS PROJECT. INTERNATIONAL BUILDING CODE SEISMIC REQUIREMENTS. 1.6 ALL WORK,MATERIALS,AND EQUIPMENT SHALL COMPLY WITH THE RULES AND REGULATIONS OF ALL CODES AND ORDINANCES OF THE LOCAL, 1.3 PREPARE AND PROVIDE,IF REQUESTED,CALCULATIONS AND DETAILS FOR THE SUPPORT AND BRACING OF ALL PIPES,DUCTS,AND CONDUITS, STATE,AND FEDERAL AUTHORITIES.SUCH CODES,WHERE APPLICABLE,SHALL TAKE PRECEDENCE OF THESE PLANS AND SPECIFICATIONS. OR PROVIDE SUPPORT AND BRACING PER THE SMACNA"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING 1.7 MATERIALS,METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE CURRENT AND APPLICABLE EDITIONS OF THE SYSTEMS." INTERNATIONAL BUILDING CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,INTERNATIONAL FIRE CODE,THE NATIONAL 1.4 PROVIDE SEISMIC RESTRAINTS ON ALL EQUIPMENT AS REQUIRED WHERE EQUIPMENT WEIGHT IS OVER 400 LBS.,AND THE EQUIPMENT IS 2 ELECTRICAL CODE,THE FACILITY GUIDELINES INSTITUTE,AND LOCAL CODES AND ORDINANCES. DIRECTLY MOUNTED ON THE FLOOR OR ROOF,OR WHERE THE EQUIPMENT WEIGHT IS OVER 20 LES. AND THE EQUIPMENT IS SUSPENDED FROM 1.8 IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE THE ROOF,FLOOR,WALL, OR IS MOUNTED ON VIBRATION ISOLATORS. Zo REQUIREMENTS,THE NOTE,SPECIFICATION,OR CODE THAT PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER PART 2- [NOT USED] STANDARD SHALL PREVAIL. PART 3- [NOT USED] 1.9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CURRENT REQUIREMENTS WITH THE MANUFACTURER OF THE PRODUCTS USED ON THE O PROJECT AND NOTIFY THE PROJECT MANAGER-OF-RECORD IF ANY DISCREPANCIES ARE FOUND BEFORE ANY WORK TO INSTALL THE PRODUCT SECTION 23 05 93-TESTING,ADJUSTING,AND BALANCING FOR HVAC w IS PERFORMED. U o 1.10 WHEREVER MORE THAN ONE(1)MANUFACTURER'S PRODUCT IS SPECIFIED,THE FIRST-NAMED PRODUCT IS THE BASIS FOR THE PROJECT PART 1 - GENERAL Lu DESIGN AND THE USE OF ALTERNATIVE NAMED MANUFACTURER'S PRODUCTS OR SUBSTITUTES MAY REQUIRE MODIFICATIONS IN THE PROJECT 11-1 1.1 BALANCING OF THE HVAC SYSTEMS SHALL BE PERFORMED BY A NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) CERTIFIED BALANCING DESIGN AND CONSTRUCTION.IF SUCH ALTERNATIVES ARE PROPOSED BY THE CONTRACTOR AND ARE FAVORABLY REVIEWED BY THE CONTRACTOR IN ACCORDANCE WITH ASHRAE SYSTEMS HANDBOOK,CHAPTER ON TESTING ADJUSTING,AND BALANCING,AND NEBB GUIDELINES. LLJ RESPONSIBLE DESIGN PROFESSIONAL,THE CONTRACTOR SHALL ASSUME ALL COSTS REQUIRED TO MAKE NECESSARY REVISIONS AND 1.2 SCOPE: BALANCE AIRFLOW FLOW THROUGH ALL OPERABLE EQUIPMENT AS NOTED ON DRAWINGS.BALANCE EACH ZONE CIRCUIT TO OPERATING MODIFICATIONS TO THE ORIGINAL PROJECT DESIGN,INCLUDING ADDITIONAL COSTS FOR EVALUATIONS OF THE MODIFICATIONS BY THE WATER FLOWS AS NOTED ON DRAWINGS. RESPONSIBLE DESIGN PROFESSIONAL. 1.11 SUBMIT ONE COPY,IN PDF FORMAT,OF SUBMITTAL DATA FOR MECHANICAL AND ELECTRICAL MATERIAL AND EQUIPMENT TO ENGINEERING 1.3 UPON COMPLETION OF BALANCING THE SYSTEM,PROVIDE A FINAL REPORT CERTIFYING THE RESULTS OF THE BALANCING WORK. Lo ECONOMICS,INC.FOR REVIEW PRIOR TO ORDERING OR FABRICATION OF THE MATERIAL OR EQUIPMENT. PART 2- [NOT USED] a A. SUBMITTALS WILL BE REVIEWED BY ENGINEERING ECONOMICS, INC. ONLY FOR THE PURPOSE OF DETERMINING THAT THE MATERIALS, PART 3- [NOT USED] EQUIPMENT AND INSTALLATION METHODS ARE IN ACCORDANCE WITH THE PROJECT DESIGN CONCEPTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPACE REQUIREMENTS, CONFIGURATIONS, PERFORMANCE, BASES, SUPPORTS, STRUCTURAL MEMBERS AND OPENINGS IN SECTION 23 05 53-MECHANICAL SYSTEMS IDENTIFICATION STRUCTURE,AND OTHER APPARATUS THAT MAY BE AFFECTED BY THE MATERIAL,EQUIPMENT OR INSTALLATION. PART 1 - GENERAL z 3 B. IDENTIFY EACH ITEM WITH IDENTIFICATION CODE IDENTICAL TO THOSE USED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 1.1 SUBMITTALS C. NOTE ANY DEVIATIONS FROM SPECIFIED REQUIREMENTS. A. PRODUCT DATA: FOR IDENTIFICATION MATERIALS AND DEVICES. D. ORGANIZE SUBMITTALS TO INCLUDE, AS A MINIMUM, THE FOLLOWING: COVER SHEET INDICATING GENERAL CONTENTS BY APPLICABLE PART 2- PRODUCTS SPECIFICATION SECTION NUMBER AND ITEM NAME. E. THE DATA FOR EACH ITEM SUBMITTED SHALL BE THOROUGHLY EDITED FOR THE SPECIFIC EQUIPMENT AND INTENDED APPLICATION AND 2.1 IDENTIFYING DEVICES OPERATION. A. MARKER SYSTEM: F. INCLUDE CURRENT PUBLISHED CATALOG AND SPECIFICATION SHEETS PERTAINING TO PROPOSED MATERIAL AND EQUIPMENT. INCLUDE 1. MANUFACTURERS: BRADY USA,MARKING SERVICES INC.(MSI),KOLBI,OR SETON. ELECTRICAL CHARACTERISTICS,HIRING AND CONTROL DIAGRAMS. 2. MANUFACTURER'S STANDARD, PREPRINTED WITH COLOR CODING, LETTERING SIZE AND LENGTH OF COLOR FIELD ACCORDING TO ASME 1.12 ALL REMOVED ITEMS DEEMED TO HAVE VALUE BY THE OWNER SHALL BE DELIVERED TO A PLACE OF STORAGE AT THE SITE AS DIRECTED. ALL A13.1. OTHER ITEMS MUST BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3. USE PRESSURE-SENSITIVE TYPE OR"SNAP-ON"TYPE. 1.13 WHERE EXISTING CONSTRUCTION IS CUT,DAMAGED,OR REMODELED,PATCH WITH MATERIALS TO MATCH IN KIND,QUALITY,AND PERFORMANCE. 4. "STRAP-ON"TYPE MAY BE USED FOR PIPING OVER 6"SIZE. 1.14 ALL SIZES ARE IN INCHES. B. LAMINATED PLASTIC NAMEPLATES: 1.15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PROVIDING ALL CEILING AND WALL ACCESS,PATCHING,AND REPAIR 1. NAMEPLATES SHALL BE APPROXIMATELY 1-1/2"X 4", 1/16"THICK, AND HAVE 1/2"HIGH LETTERING. FACE OF PLASTIC NAMEPLATES REQUIRED IN THE IMMEDIATE AREA OF THE WORK AND ANY ACCESS OUTSIDE THE IMMEDIATE AREA OF THE WORK REQUIRED TO PROVIDE SHALL BE BLACK WITH WHITE LETTERS. COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 2. FASTENERS SHALL BE SELF-TAPPING,STAINLESS STEEL SCREWS OR CONTACT TYPE WITH PERMANENT ADHESIVE. 1.16 CLEAN ALL NEW SURFACES AND NEW EQUIPMENT AFTER THE COMPLETION OF THE INSTALLATION. 1.17 WARRANTY: THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP,MATERIALS,AND EQUIPMENT FURNISHED AND INSTALLED HEREUNDER FOR PART 3- EXECUTION 4 A PERIOD OF 365 CALENDAR DAYS FROM THE DATE OF FINAL ACCEPTANCE OF WORK BY OWNER AGAINST ALL DEFECTS AND FAULTY 3.1 GENERAL WORKMANSHIP.PARTIAL OCCUPANCY OF PROJECT SITE BY OWNER SHALL NOT BE CONSTRUED AS FINAL ACCEPTANCE OF WORK.CONTRACTOR J SHALL REPAIR AND/OR REPLACE ALL DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT,AND SHALL REPAIR AND/OR A. AFTER PAINTING AND/OR COVERING IS COMPLETED, IDENTIFY EQUIPMENT AND PIPING AS INDICATED. LOCATE IDENTIFICATION AS REPLACE ALL OTHER WORK DAMAGED AS A RESULT OF SUCH DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT CONSPICUOUSLY AS POSSIBLE EXCEPT WHERE SUCH WOULD DISTRACT FROM FINISHED AREA. Z WITHOUT CHARGE TO OWNER DURING WARRANTY PERIOD. LL.I I_B. WHERE MARKERS ARE USED IN HIGH HEAT APPLICATIONS OR EXPOSED TO HARSH CHEMICAL OR ACID ENVIRONMENTS, SPECIFICALLY 1.18 CONTRACTORS SHALL MAINTAIN RECORDED"AS-BUILT"INFORMATION ON ALL EXISTING SERVICES/EQUIPMENT RELATED TO THE PROJECT SELECT MARKER MATERIALS FOR THOSE APPLICATIONS. UNCOVERED DURING CONSTRUCTION AND ALL NEW WORK INSTALLED DURING CONSTRUCTION AND IT SHALL BE CLEARLY MARKED IN COLORED EQUIPMENT IDENTIFICATION 2 EQ LL.I O PENCIL ON A PRINT OF THE CONSTRUCTION DRAWINGS.RECORDED INFORMATION SHALL INCLUDE ROUTING,ACTUAL LOCATIONS,POINTS OF 3. C) CONNECTIONS,ELEVATIONS,OR OTHER INFORMATION THAT DEVIATES FROM THE ORIGINAL DESIGN DRAWINGS.THE CONTRACTOR SHALL TURN A. IDENTIFY MAJOR EQUIPMENT, INCLUDING AIR HANDLING UNITS, FANS, BOILERS, CHILLERS, HEAT EXCHANGERS, AIR TERMINAL DEVICES, Q = RECORDED"AS-BUILT"INFORMATION OVER TO ENGINEERING ECONOMICS,INC.AT THE COMPLETION OF THE PROJECT. PUMPS,WATER HEATERS,TANKS,COMPRESSORS,ETC. n 1.19 FURNISH AN OPERATIONS&MAINTENANCE(0&M)MANUAL COVERING ALL EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS PROJECT.PROVIDE B. IDENTIFY EQUIPMENT WITH LAMINATED PLASTIC NAMEPLATES WITH A MINIMUM 1" HIGH LETTERS INDICATING FINAL EQUIPMENT TAG Ljj0- I f w m THREE COPIES OF THE FINAL O&M MANUAL ON CD,IN PDF FORMAT,WITH TABS FOR EACH PIECE OF INDIVIDUAL EQUIPMENT. DESIGNATION,AND SYSTEM AND/OR AREA SERVED. Lu o m 1.20 EXISTING CONDITIONS Z A. LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE EXISTING BUILDING RECORD DRAWINGS AND ON-SITE C. IDENTIFY CONTROL EQUIPMENT AND PANELS WITH LAMINATED PLASTIC NAMEPLATES. Q a p OBSERVATIONS. CHECK AND VERIFY ALL DATA GIVEN, AND VERIFY EXACT LOCATIONS OF ALL UTILITIES PERTAINING TO THE PROJECT D. LOCATE MOTOR NAMEPLATES FOR EASY READING. RELOCATE OR PROVIDE NEW NAMEPLATES ON MOTORS IF ORIGINAL NAMEPLATES ARE LLJ > =Z SCOPE OF WORK PRIOR TO PROCEEDING WITH THE INSTALLATION. NOT LOCATED FOR EASY READING. Z W Z B. THE CONTRACTOR SHALL VISIT THE EXISTING BUILDING(S) AND GROUNDS AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. SOME 3.3 ACCESS PANEL IDENTIFICATION Z 0 <3 EXISTING RECORD DRAWINGS ARE AVAILABLE FOR CONTRACTOR REVIEW. NO SUBSEQUENT ALLOWANCE ON BEHALF OF THE CONTRACTOR A. FURNISH TYPEWRITTEN CHARTS WITH IDENTIFICATION AND LOCATION OF ALL ACCESS PANELS SERVING EQUIPMENT AND VALVES AND Q Q J Z 5 WILL BE MADE FOR OMISSIONS,ERRORS,OR NEGLIGENCE ON THE CONTRACTOR'S PART FOR NOT FAMILIARIZING THEMSELVES WITH EXISTING INCORPORATE IN 0&M MANUALS. U CONDITIONS. V) U F C. VERIFY AT THE PROJECT SITE EXACT SIZE, LOCATION, AND CLEARANCES OF EXISTING SERVICES AND MECHANICAL AND ELECTRICAL SECTION 23 07 00-MECHANICAL INSULATION Q o J EQUIPMENT. PART 1 - GENERAL U U n D. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE WITH NEW AND/OR RECONNECT ALL EXISTING SERVICES AS REQUIRED BY NEW 1.1 INSULATE ALL MECHANICAL SYSTEMS PER THE LATEST EDITION OF WASHINGTON STATE ENERGY CODE AND THE MECHANICAL MATERIALS CONSTRUCTION. SCHEDULE. 1.21 IF ANY PART OF THE CONTRACTOR'S WORK DEPENDS UPON THE WORK OF A SEPARATE CONTRACTOR, THE CONTRACTOR SHALL INSPECT SUCH PART 2- PRODUCTS OTHER WORK AND PROMPTLY REPORT IN WRITING TO THE OWNER ANY DEFECTS IN SUCH OTHER WORK THAT RENDERS IT UNSUITABLE TO PERFORM THE WORK OF THIS CONTRACTOR. FAILURE OF THIS CONTRACTOR TO SO INSPECT AND REPORT SHALL CONSTITUTE AN ACCEPTANCE 2.1 ALL PIPING/DUCT INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE OF THE OTHER CONTRACTOR'S WORK, EXCEPT AS TO DEFECTS, WHICH MAY DEVELOP IN OTHER CONTRACTOR'S WORK AFTER EXECUTION OF DEVELOPED RATING OF 50 OR LESS. 4F,`tF D WIG, THIS CONTRACTOR'S WORK. PART 3- EXECUTION ;!vzt 0 t'Ya�O 1.22 INSTALL ALL PIPING AND DUCTWORK TO AVOID ARCHITECTURAL FRAMING,STRUCTURAL MEMBERS,AND OTHER OBSTRUCTIONS.COORDINATE PIPING AND DUCTWORK LOCATION WITH ALL APPLICABLE CONTRACT DRAWINGS AND INSTALLATION WORK OF OTHER TRADES. SECTION 23 08 00-COMMISSIONING OF HVAC 1.23 CLEARANCES AND ACCESS SHALL BE MAINTAINED ON ALL NEW AND EXISTING EQUIPMENT TO ENSURE PROPER EQUIPMENT MAINTENANCE. PART 1 - GENERAL 1.24 THE CONTRACTOR SHALL MAKE THEIR OWN PROVISIONS FOR DELIVERY AND SAFE STORAGE OF ALL MATERIALS AND SHALL ASSUME FULL '3262 �. RESPONSIBILITY FOR CONDITIONS AND/OR SAFEKEEPING OF MATERIALS FURNISHED BY OTHERS UPON ACCEPTANCE OF SAME. 1.1 COMMISSIONING SHALL BE PERFORMED BY ENGINEERING ECONOMICS, INC. PER THE [WASHINGTON STATE ENERGY CODE LOCAL/STATE ENERGY ,�, Rt'crsTenE° v 1.25 THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR SAFETY OF ALL PERSONS ON OR ABOUT THE CONSTRUCTION SITE IN CODE. IONALOti ACCORDANCE WITH APPLICABLE LAWS AND CODES.GUARD ALL HAZARDS IN ACCORDANCE WITH THE SAFETY PROVISIONS OF THE LATEST PART 2- [NOT USED] 6 MANUAL OF ACCIDENT PREVENTION PUBLISHED BY THE ASSOCIATED PRIME CONTRACTORS OF AMERICA AND OSHA. PART 3- [NOT USED] 1.26 MAINTAIN EXISTING FACILITY SERVICES A. PHASING OF THE WORK FOR THIS PROJECT SHALL BE COORDINATED BY THE PRIME CONTRACTOR AND PERFORMED WITH A MINIMUM OF SECTION 23 09 00-CONTROLS DESIGNED BY: DRAWN BY: " DISRUPTION TO THE FACILITIES OPERATION. PART 1 - GENERAL DT RH B. COORDINATE AND SCHEDULE ALL WORK WITH HOSPITAL ENGINEERING, INCLUDING CONSTRUCTION ACCESS AND STORAGE. THE 7,1 NEW CONTROLS SHALL BE PROVIDED BY ATS AUTOMATION. DATE: APPROVED BY: CONSTRUCTION SCHEDULE AND HOURS OF WORK SHALL BE APPROVED BY HOSPITAL FACILITY ENGINEERING PRIOR TO THE START OF CONSTRUCTION. 1.2 PROVIDE GRAPHIC CONTROL TYPICAL OF THE MOST RECENT BUILDING INSTALLATIONS AND INTEGRATE THE NEW CONTROLS INTO THE BUILDINGS 02/07�2025 JN EXISTING WEB ENABLED SYSTEM.THE PRIMARY CONTROLLER SHALL BE BACKED UP WITH A UPS SIZED FOR OPTIMUM PERFORMANCE AT C. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING FACILITIES MUST BE MAINTAINED IN SERVICE AT ALL TIMES, OPERATING LOAD. wg EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION.COORDINATE SHUTDOWN WITH HOSPITAL FACILITY ENGINEERING. SCALE: FILE NAME: 1.3 CONTRACTOR SHALL FURNISH ALL MATERIALS,INCLUDING ALL HARDWARE AND SOFTWARE,FIELD HARDWARE PANELS,SENSORS,FIELD CONTROL D. ALL SERVICE SHUTDOWNS AND START-UPS SHALL BE SCHEDULED A MINIMUM OF 72 HOURS IN ADVANCE AND SUPERVISED BY HOSPITAL DEVICES,WIRING AND CONDUIT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING,SOFTWARE PROGRAMMING SUPERVISION OF None MO.2 s FACILITY ENGINEERING. INSTALLATION,INSTALLATION LABOR,SENSOR CALIBRATION,SYSTEM CHECKOUT,PERMITS AND INSPECTIONS AND COMMISSIONING SUPPORT,AS NECESSARY,TO PROVIDE A COMPLETE AND FULLY OPERATIONAL BMS SYSTEM AS OUTLINED IN THIS CONTROL POINT LIST AND THE SEQUENCE PROJECT No: 03-24423 € E. ALL FACILITY OPERATIONS SHALL REMAIN UNINTERRUPTED AND UNDISTURBED. ALL WORK IN OCCUPIED AREAS SHALL BE SCHEDULED "OF OPERATION. s£ DURING OFF-HOURS AND COORDINATED WITH THE FACILITY SO THAT SUCH WORK IS COMPLETED, AREA CLEANED, AND ALL SERVICES 1. RESTORED AND CODE COMPLIANT PRIOR TO RETURNING TO NORMAL OPERATING HOURS. PART 2- [NOT USED] Clt Of Arlin ton SHEET TITLE: PART 3- [NOT USED] Y g w" F. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE DURING APPROVED OFF-HOURS. SERVICE SHALL BE RESTORED AND Mechanical g CODE-COMPLIANT PRIOR TO NORMAL HOURS. NO SERVICE INTERRUPTIONS DURING NORMAL HOURS ARE ALLOWED UNLESS OTHERWISE Building Department APPROVED BY HOSPITAL FACILITY ENGINEERING. Specifications '; 7 PART 2- [NOT USED] APPROVED PART 3- [NOT USED] Kevin Olander-08/20/2025 �W SHEET NUMBER: No changes authorized unless approved by =o the Building Official c; M0.2 €m A B c D E F G H I Q J --- - \'J 245 U O n IsJ � 8" 1 Ei 1e" iu-6-t5 Tu-6-t6 S1 87x06 `s`p 8"m oo t 1zoa"sm .� C F�wc LL EsOpT 5 zo C 12 cil e z 12 Sedu ,ox $80 Rl 491Q 1II MM o aro R1 120 PalieniT I I J W D a Ci am _ R1 s"m. II f f zoo R 17 LXJ c eo a' w 10"m Bay Bay R l Bay P Pr ay ay Pre-0P Bay 12x121 E 2 360 C1 10o C1 10o Ci 10o a ,so � '"'^3 6"m 3 m 10 Ri 40m I Patient TO'let t o man, 5 N fX1 1 e••m __ 0 m eu _ 14x12 R1 190 M:am C1 250 70 4 T< ; TOa X 10a^om - CE1 e0 2 uC ( P ) 8 c AREA a za C 1 - s 3reum xaey �-I o ' 20x1 Q I16x0"mo 12Ext R1 11az0°a.°°m CT Smn x24'0m ED Eq i oC FL_IIIIII-- --IIIIII_ ® -IrT-7-lF2 m OJ TU-6-) nt Toi e OOF LLJ 1 0 WORK U aUtWo_ TO'let ACU-7 II II LLI 6"m R1 70 X 12x10 2.22 Sf{A 0 C1 120 una Ei 90 X ns m — C1 210 (n 1 o"mJll -- 260 0"m E1 18m 140 TYP 2) a S R1 33o F/S t 360 R1 vo prams vesmme 1 x14 22x14 36x16 Ct 27511 36x24N 1n-6-5 L'�J j e^m e r 190 C1 10"m z7s 1o^m i8x20 HAFT 34X24 F/S 26x277 206 Rt 210 10"m a° SA Ill C 1 0 / S 3 C 1 e.m Z 3 -- -6-19 IL R1 13o H L 100 IR1 12 250 S 1 sail utility 34X1 �- ul 210 / s / e..m 6x12 s on C 1 z"m � C 1 83 Tu-6-2a art- R x U 18x 16 1 o'm ru-6-9 EA UP SIaM Lou 390 12" 10 8"m 6•m y Observa X 1z"m � T tear 1 390 Ico t— ILn 1} 8.m P iX Ri Rc so itin a..m R1 aso EM1 rsP Rl 130 108. "m F/S 0 y C1 ,Om 1 u El 120 0 a On H Rl 8} �tiID UP Ct 230 C1 g^m 4 4X'I CUH-1 14 //LLJJ 1°0 X1 Ct so O rXt iU-6-22 f 130 2 0 a" P oenroressm�uanl ore55il� �Ct 13 El 'S tint Dressir�q Patient Dressing Pat_t DressinO q¢i slibul 0 x x 360 12"m of L � � Ct aoo 1a-6-2s C1 10 m - 6 - 1 40 X .. 350 X R 1 a m C t 2 m UI e..m C4 8"m nP. - o 120 120 360 C1 2,0 a° 2 6_ R TIT F1 ple m R1 6romilrco"5mtamal Xt �X z 8"0 Nurse Stalin E1 90 1 210 4 II m fX, a. a"m aae a"m 6-m o N - m R1 IIJ L C o••m_ _ Ct 1a t E Ci 6„gzo r }°° 6x1 J _ _ W I- 12"0 - - tO mlak 11 uj 3 mFL e"m C1 atlent Toilet r�� 300 J 0^m LrJ# w 6..m U O C F Cl m P T C1 265 Q 10"m 205 1 6"m 8"m nn M C3 Is la' MB N-6-29 Station 50 10 El Nuc Med LL 240 9.1N El 70 10"m 200 F em i� Ct 20s TaIle1U Ta eag Imerview C1 TdP 30_0 L w J j Obi Et zoo 8,0 C1 tom J z z 10. e fXl ACU-9 eml e" ❑ 265 w Q 20 0 / N Z C1 10 m �1 E1 12"m i2'm lo"m z Lu -N I T-5-5 4 e 400 iU-5-4 470 z Q Q 10"0 a'm 'Ct 34o LX 164 Q Q LD 3 5 C1 130 ® Ri 27 R1 830 18x14 14x12 Xj U U O C/) (n N co am am X L z E1 4ao o f 8"m o f l a m 130wi 450 R1 230 O X 6"m r o K 130 130 "0 80 _ C1 200 I U U M Q 10m 1501a1 Patient Bey Petl Be R1 Pali[ Be Petlent Be PalieN Be d B R1 Pali Be C1 3 r� C1( 2 4' 40 13 F e"° C1 e°m e arJ I �i 185 ,85 E, 190 L_J J r ` 18x12 Faml aAln9 1 x10 x1 r-� I entaa�aa` venamntNacnme I F �"m F D. 8"0 8'm \ 1 pile U L-J L C 1 445 1 1 �Y NIC C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 Admit A tlF Ad�al Ad r�l' I. a..m I - F �4 OF WAN SV c a 5i Et 22D a m City of Arlington E1 '220 _ _ _ °II a C1 15 1 Building Department fiz 2m En ° APPROVED R�raiE9 ' 60 B"m 7 _ 1 8o ___ FISSIONAL Ol C4 180 2 -- 5 ®I 1 1 1� I� / 1 I Kevin Olander- 08/20/2025 22x6 x6 22x6 22x6 22x6 22x6 zzx6 22x6 No changes authorized unless approved by Si 4 440 St 44o St 440 St aoo St aoo S1 aoo St 350 DESIGNEDDTBY: DRAWN RBH: the Building Official i DATE: APPROVED BY: 16 02/07/2025 JN a6 SCALE: FILE NAME: ea None M2.1 6s s i PROJECT No: 03-24423 8£ i®i I®I SHEET TITLE First Floor FIRST FLOOR PLAN - MECHANICAL 0� Mechanical Plan 7 Scale: 1/8-1,-o" 0 1 2 4 8 12 ft. NORTH 1/4 - 1 0 SHEET NUMBER: 0 KEY PAN 1st FLOOR c= OTTOLE 2. 1 �€m A B O D E F G SPECIFIC NOTES THIS SHEET: U 01 CONFIRM /REBALANCE THE EXISTING GRID TO AIRFLOW INDICATED. OADJUST THE EXISTING TERMINAL UNIT TUS-6-1 "DESIRED CFM"TO i E 1 625 CFM. 0 a LL O 1550 SCFM.E EXISTING TERMINAL UNIT TUS-6-14"DESIRED CFM"TO 'Z E 04 ADJUST THE EXISTING TERMINAL UNIT TUS-6-32"DESIRED CFM"TO cli CID a m 200 CFM. _ < REMOVE THE EXISTING SPRINKLER HEAD AND REPLACE WITH A NEW a' w QUICK RESPONSE SPRINKLER HEAD(MANUFACTURER TO MATCH EXISTING BUILDING). in 3 3m S1 550"CFM ,2 m 550 CFM R1 10"m 2 z F[Tff (N) UPS O F (N) 8X8120 w 8x8 , S 1 '` 'I W S 1 7 C 70 G ;`,`, Sut X 7� tOr m ` `\ LL em 4�1 1 1 1 1 1 1 1 1 1 1 Z) i -o rn (R) Office Office c� `� �� Patient Bay 1 11 1222 o TU-6-15 TU-6-16 1335 8"0 TU-6-16 R1 8 � ` ` Pa ant Bay Patient Bay Pati nt B y 8"0 2.m 7 R 120 5 CFMC 1 g"� E 120 Z 3 1 40 — C 1 200 a"m (E) — 200 LI - - r - ay ay Pre-OP Bay �,12x12 „0 6"0 6"o C 1 100 C 1 100 C 1 100 C 1 100 C 1 1 0 S _-�400 0 C 1 100 C 1 100 6"0 220 43x20 70 43x20 i 4 TU-6-32 (E) Toil -- 4 0 2 0 1227A R 4 0 12 R1 T C 1 510 R 1 400 ' Patient Toilet N uri 10 400 1221 4 1 46A F — 1 11 + 5 E1 6„0 J WE Z H TU-6-14 y � 1 3 4"� s,.� , 14'0 x Toilet U p I Consul "o Toilet 45 X 450 TU— 7 J = 1345 R1 o Nu St6ation 0 TU-6-1 (E) (TYP 3) } N 1334A 2 6 W W m E 1 -TYP. 8o R 1 8'0 6'o E1 14"� TYP. � Z C 1 6 o C 1 180 O R 1 385 85 Arauma_ w ; 'a 70 1334 2 Z W 5 2x10 2„� 20x 18 sP 0 10 Trauma X-Ray C 1 20x 1 CT Scan O Q Q Q 3 � 00 0 V U �o X 200 R1 400 5 4"0 5 1227 X 14"o x [n N cc�tro X 200 U U M a 10o E 1 Electrical R 1 10"0 33 5 uo 1331 240 N TUR , O T 6-1 J TU-6-18 13D a ' tCt — 0 rol 12x10 12"0 C1 1MF 22x22 SHAFT X , x22 SHAFT 4 X O 12"0 775 (TYP72) x 340 10"o o"� TYP 2) v 1 R1 10 F S R1 s� 3262 � 140 N R 1 330 / R 1 360 N S U 0 330 / 360 lONA6 s S [ g ------ -� C1 rri 10 0l r 1 _ N _________ y 1000A TU-6-5 1 2x 14 36x 1 6 275 36x24 1 275 36x24 i DESIGNED BY.- DRAWNRH 3 SHAFT 34 4 )CIA F/S 18x20 F/S DATE: APPROVED BY: / F/S 02/07/2025 JN a x O O 6 0 �+ F S SCALE: FILE NAME: ;e »� SA 6„� +� /F S SA LU X C 1 �� None M2.2 k 1 130 cc C 1 100 13'19 O 34X 1 6 1 UO s011 Utility 3 PROJECT No: 03-24423 £ /`� FF/S1 8'o SHEET TITLE: 3w F/S F/S 8 o" 'o^ I n 8" /� ^ ^ Partial First Floor Mechanical Plans- 2 PARTIAL FIRST FLOOR PLAN - MECHANICAL NEW 0� 1 PARTIAL FIRST FLOOR PLAN - MECHANICAL DEMO 0� demolition &New Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" NORTH City of Arlington NORTH SHEET NUMBER: = 0 1 2 4 8 12 ft. 0 1 2 4 8 12 ft. Building Department ;t APPROVED M2.2 £� Kevin Olander-08/20/2025 €m No changes authorized unless approved by the Building Official A B C D E F G H z n n NOTES (APPLICABLE TO ALL ELECTRICAL DRAWINGS): NOTES(CONTINUED): �O�j v't 1. ALL SYSTEMS,EQUIPMENT,DEVICES,RACEWAYS,CABLES,ETC.INDICATED ARE W N NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 13. BRANCH CIRCUIT CABLES,EQUIPMENT GROUND CABLES AND ABOVE GRADE M M FEEDER CABLES SHALL BE 1/C COPPER,#12 AWG UNLESS NOTED OTHERWISE, 2. THE ELECTRICAL WORK SHALL INCLUDE ALL WORK SHOWN ON THE DRAWINGS, WITH 600V TYPE XHHW OR THHNI/THWN INSULATION. z O O 1--1 t .(D(0 DETAILS,DIAGRAMS,SCHEDULES,ETC.,AND AS DESCRIBED IN THE SPECIFICATIONS. 14. MULTI-WIRE BRANCH CIRCUITS SHALL NOT BE INSTALLED IN CATEGORY 1 I F 4,tin 3. PLAN DRAWINGS ARE DIAGRAMMATIC INFORM AND DO NOT ATTEMPT TO SHOW AND CATEGORY 2 PATENT CARE AREAS. 00-O z O C COMPLETE DETAILS OR LIST EVERY ITEM OF THE ELECTRICAL SYSTEM,EQUIPMENT, 15. IN ADDITION TO THE CIRCUIT CONDUCTORS INDICATED,CONTRACTOR SHALL PROVIDE w 04 J 7 Q T BUILDING CONSTRUCTION;HOWEVER,THE ROUTING OF RACEWAYS AND CIRCUITS, AN EQUIPMENT GROUND CABLE(SIZED THE SAME AS THE LARGEST CIRCUIT M L� THE LOCATIONS EQUIPMENT,DEVICES AND PICTURES REPRESENT THE DESIRED CONDUCTOR UNLESS SPECIFICALLY NOTED OTHERWISE)WITHIN EACH RACEWAY FINISHED ARRANGG EMENT. WITH THE CIRCUIT CONDUCTORS. 4. OBTAIN APPROVAL FROM ARCHITECT&ENGINEER PRIOR TO PROCEEDING WITH 16. SEE ELECTRICAL SPECIFICATION FOR SYSTEMS CABLE TYPES. ALTERNATE CONDUIT ROUTES. LEGEND 5. DETAIL DRAWINGS SHALL BE CONSIDERED APPLICABLE TO ALL PLAN DRAWINGS 17. ALL WIRING SHALL BE ENCLOSED WITHIN THE RACEWAY SYSTEM,EXCEPT, ELECTRICAL � I VD AND SIMILAR CONDITIONS EVEN IF THE DETAILS ARE NOT SPECIFICALLY REFERENCED. TELECOMMUNICATIONS,PAGING AND CLASS 2 LOW VOLTAGE CABLING MAY BE BUNDLED TOGETHER AND SUPPORTED OPEN IN ACCESSIBLE 2 6. RACEWAYS AND CABLES THROUGHOUT THE FACILITY SHALL BE RUN CONCEALED IN CEILING SPACES. EACH SYSTEMS CABLES SHALL BE BUNDLED AND MANAGED z THE WALLS,ABOVE THE CEILING OR BELOW THE FLOOR WHERE POSSIBLE,EXCEPT, SEPARATELY FROM OTHER SYSTEMS CABLES. 0 EXPOSED WITHIN UTILITY&OTHER NON-PUBLIC SPACES. WITHIN PUBLIC SPACES, 1- BRANCH CIRCUIT,ABOVE GRADE,CONCEALED(OR SIMILAR, a WHERE DUE TO THE BUILDINGS CONSTRUCTION,IT IS NOT POSSIBLE TO ROUTE 18. FLOOR,WALL AND CEILING PENETRATIONS BY OPEN CABLES WILL NOT BE ALLOWED. \ 5LA5HE5=NO,OF CIRCUIT CONDUCTORS WHERE APPLICABLE) - o' RACEWAYS&CABLES CONCEALED,RACEWAYS MAY BE RUN EXPOSED. (EXPOSED PROVIDE CONDUIT SLEEVES WHERE OPEN CABLES PASS THROUGH WALLS, O CABLES ARE NOTALLOWED EXCEPT IN TELECOMMUNICATIONS ROOMS.)EXPOSED DRAFTSTOPS,CEILINGS,FLOORS,ETC. I i BRANCH CIRCUIT,ABOVE GRADE,EXP05ED(OR 5MILAR, (5 o SLASHES•NO.OF CIRCUIT CONDUCTORS WHERE APPLICABLE) Lij RACEWAYS SHALL BE RUN AS NEATLY&UNOBTRUSIVELY AS POSSIBLE,SUPPORTED 19 PROTECT"OPEN"CABLE WIRING FROM ROUGH AND/OR SHARP EDGES ON AS REQUIRED,PARALLEL OR AT RIGHT ANGLES TO CEILINGS,WALLS&STRUCTURA 0-1 L MEMBERS. SUPPORTS,STRUCTURAL MEMBERS,ETC.AS REQUIRED DURING INSTALLATION. � HOMERUN TO LOCATION INDICATED,CONCEALED(TYPICAL) W HOMERJN TO LOCATION INDICATED,EXF05ED(TYPICAL) D 7. RACEWAYS SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: 20. VERIFY ALL EQUIPMENT,DEVICE,ETC.LOCATIONS WITH THE ARCHITECT PRIOR TO coROUGH-IN. SEE MECHANICAL DRAWINGS FOR LOCATION OF MECHANICAL BRANCH CIRCUIT,CONDUIT BODY A. ELECTRICAL METALLIC TUBING(EMT)-INTERIOR ACCESSIBLE CONCEALED EQUIPMENT,ARCHITECTURAL DRAWINGS FOR SPECIALTY EQUIPMENT,CASEWORK, U F SPACES AND EXPOSED IN TELECOM ROOMS,UTILITY ROOM&OTHER NON- ETC.THE OWNER RESERVES THE RIGHT TO RELOCATE OUTLETS,ETC.WITHIN 10 OF /---\ EXISTING CONDUIT,NEW CABLE a PUBLIC SPACES. THE LOCATION INDICATED,PRIOR TO INSTALLATION,WITHOUT INCREASE IN COST. DEMOLISH EXISTING RACEWAY B. FLEXIBLE METAL CONDUIT(FLEX): 21. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE MOUNTING HEIGHT FOR Q JUNCTION BOX i. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. ALL WALL MOUNTED AND PENDANT MOUNTED LIGHTING FIXTURES PRIOR TO z 3 ii.SUBSTITUTED FOR EMT FOR BRANCH CIRCUITS BETWEEN DEVICES AND BOXES ROUGH-IN. pN DISCONNECT SWITCH CONCEALED INSIDE FRAMED WALLS AND CEILINGS. 22. SEE ARCHITECTURAL SPEC.SECTIONS(E.G.DOOR HARDWARE,APPLIANCES,DOORS, ® SPECIAL PURPOSE CONNECTION SPACES OR SURFACE III.NOT ALLOWED FOR CONDUIT RUNS.,CONDUIT STUB-UPS INTO ACESSIBLE CEILING ETC.),ENTIRE DIVISION 11-EQUIPMENT,&ENTIRE DIVISION 22-PLUMBING, Iv.NOTALLLOWED IN PATIENT CARE SPACES WHERE THE COMBINED LENGTH DIVISION 23-HVAC FOR ADDITIONAL REQUIREMENTS,FURTHER CLARIFICATIONS, ® PANELBOARD LUgiC Regional Health EXCEEDS 6 FEET. ETC.OF EQUIPMENT ELECTRICAL REQUIREMENTS. o-- DUCT SMOKE DETECTOR C. FLEX CONDUIT SHALL NOT BE USED FOR LIFE SAFETY OR 23. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE FIRE RESISTIVE RATINGS Pcs POUTER DISTRIBUTION BLOCK CRITICAL BRANCH CIRCUITS,EXCEPT AS ALLOWED 8Y 517.31(3H3). FOR WALLS,PARTITIONS AND OTHER BUILDING STRUCTURES. INSTALLATION OF SYSTEM COMPONENTS AND RACEWAYS MUST MAINTAIN THE FIRE RESISTIVE 9 VARIABLE FREQUENCE DRIVE(VPD) RATING OF THE BUILDING. EX EXISTING TO REMAIN 8. RACEWAYS SHALL BE SIZED SO THATTHE CABLE FILL DOES NOT EXCEED 40%, 24. POWER,FIRE ALARM,SECURITY&TELECOMMUNICATIONS SYSTEMS INTERRUPTIONS EXCEPT,MINIMUM CONDUIT SIZES SHALL BE AS FOLLOWS,UNLESS NOTED (WHETHER TO THE ENTIRE SYSTEM OR TO INDIVIDUAL PANELS,EQUIPMENT,ROOMS, REX REPLACE EXISTING OTHERWISE: DEVICES,ETC.)SHALL BE KEPT TO AN ABSOLUTE MINIMUM,AND SHALL NOT BE wP WEATHERPROOF A. 314"-BRANCH CIRCUITS AND SYSTEM RACEWAYS,EXCEPT AS NOTED BELOW. DONE WITHOUT PRIOR APPROVAL&SCHEDULING WITH THE ARCHITECT MINIMUM OF 14 DAYS IN ADVANCE AND CONFIRMED 48 HOURS IN ADVANCE. B. -RUNS WITH#12 AWG OR SMALLER CIRCUIT CABLE TERMINATING IN A SIN 4 SINGLE DEVICE. 25. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY AIR SUPPLY VENT REGARDLESS OF THE LOCATION INDICATED ON THE DRAWINGS. J C. 1/2"-CONDUIT STUBS FROM ACCESSIBLE CEILING SPACES DOWN TO A SINGLE 26. LABELING&NAMEPLATES: Q PUBLIC ADDRESS DEVICE(MICROPHONE,SPEAKER,ETC.)OR SINGLE AUDIO VISUA � SYSTEM SPEAKER LOCATIONS. U) A. OUTLETS SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER FROM W D. 1"-POWER&LIGHTING HOMERUNS. WHICH ITS FED. LABELS SHALL BE HEAVY DUTY ADHESIVE TYPE,CLEAR Q Cn TAPE WITH BLACK LETTERING,MADE WITH A LABEL PRINTING DEVICE. Q Q E. 1"-UNDERGROUND CONDUITS. _ 1" B. JUNCTION BOXES SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER � } F. -TELECOMMUNICATIONS RACEWAYS TERMINATINGCONTAINED WITHIN. MARKING SHALL BE LEGIBLY HAND-WRITTEN WITH BLACK IN A SINGLE DEVICE. 0- LLI m n INDELIBLE MARKER. D J a' G. 1 1/4"-TELECOMMUNICATIONS RACEWAYS SERVING TWO DEVICE LOCATIONS r m J C. REFER TO SPECIFICATIONS FOR PANELS,DISCONNECT SWITCHES,STARTERS, Q y ETC.NAMEPLATES AND LABELING. LLI > o 0 9. DEVICE BOX SIZES SHALL BE SIZED IN ACCORDANCE WITH NEC FOR BOX FILL,EXCEPT z LLI MINIMUM SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED OTHERWISE: Z Q N 5 A. POWER&LIGHTING-4"x4"x 11/2" U co B. TELECOMMUNICATIONS-411116"x411/16"x 21/8" DEMOLITION NOTES (APPLICABLE TO ALL ELECTRICAL DRAWINGS): < m c) o 1. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT,DEVICES,ETC.WHERE () () �Q C. FIRE ALARM,ACCESS CONTROL,SECURITY,PAGING,ANCILLARY,ETC. INDICATED.EXISTING DEVICES NOT SHOWN ON THE DRAWINGS SHALL REMAIN. SYSTEMS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS ALL ASSOCIATED CONDUIT,BOXES,CABLES,ETC.SHALL BE REMOVED TO THEIR DRAWING INDEX REQUIREMENTS. POINT OF ORIGIN&/OR DESTINATION,EXCEPT,CONDUITS MAY BE RE-USED IF IN GOOD CONDITION&SUITABLE FOR THE NEW INSTALLATION,&/OR CONCEALED CONDUITS SHEET DRAWING TITLE MAY BE LABELED&ABANDONED IN PLACE. EXISTING CABLES SHALL BE REMOVED ED.1 ELECTRICAL-NOTES,LEGEND&INDEX 10. DEVICE MOUNTING HEIGHTS SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED OR REPLACED.EXISTING FLUSH BOXES SHALL BE PROVIDED WITH SUITABLE COVERS E2.1 ELECTRICAL-BUILDING 1 GROUND FLOOR PLAN y. R. DI OTHERWISE. MOUNTING HEIGHTS SHOWN ON THE DRAWINGS ARE TO THE CENTER OR WALLPLATES. E2.2 ELECTRICAL-BUILDING 2 FIRST FLOOR PLAN 1P of wgsR EA OF THE BACK BOX FROM THE INTERIOR FINISHED FLOOR. E2.3 ELECTRICAL-CT ROOM PLANS 2. EXISTING EQUIPMENT,FIXTURES,DEVICES,ETC.TO BE RE-USED IN THE NEW WORK E2.4 ELECTRICAL-EQUIPMENT PLAN A. POWER,TELECOMMUNICATIONS,AUDIONIDEO,ETC.RECEPTACLES-18" SHALL BE REMOVED CAREFULLY,&PROTECTED FROM DAMAGE AS REQUIRED E6.1 ELECTRICAL-POWER SYSTEM RISER DIAGRAM Ju® DURING DEMOLITION&CONSTRUCTION. E6.2 ELECTRICAL-POWER SYSTEM RISER DIAGRAM B. LIGHTING SWITCHES,CONTROL STATIONS,ETC.-46" E6.3 ELECTRICAL-PANEL SCHEDULES ISTeRtiO 1' 3. EXISTING EQUIPMENT,FIXTURES,DEVICES,ETC.TO REMAIN SHALL BE PROTECTED SS/ONALG C. DEVICES ABOVE COUNTERS-4"ABOVE BACKSPLASH. AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 6 g D. FIRE ALARM PULL STATIONS-46" 4. EXISTING CIRCUITS,CONDUITS,CABLES,ETC.INTERRUPTED DUE TO THE REMODEL SHALL BE RE-CONNECTED AS REQUIRED TO MAINTAIN THE CIRCUIT, INVESTIGATION BY: DRAWN BY: E. FIRE ALARM NOTIFICATION APPLIANCES-9W ; S. ALL SURPLUS MATERIAL REMOVED DURING THE DEMOLITION SHALL BE INSPECTED BD BD F. EXIT&EMERGENCY LIGHTS-100" BY THE OWNER,AND THOSE ITEMS SELECTED SHALL REMAIN THE PROPERTY OF DATE: APPROVED BY: N THE OWNER. ALL REMAINING SURPLUS MATERIALS SHALL BE REMOVED FROM THE 11. TELECOMMUNICATIONS CONDUITS SHALL BE PROVIDED WITH PULL ROPES BELOW SITE&DISPOSED OF BY THE CONTRACTOR. 2/7/25 BD '^ GRADE AND PULL STRINGS ABOVE GRADE. EXISTING CONDUITS TO BE USED SHALL =6 BE FISHED AND CLEANED PRIOR TO INSTALLATION OF CABLES. SCALE: FILE NAME: es As Noted E0.1 k 12. BELOW GRADE SERVICE&FEEDER CABLE SHALL BE 1/C COPPER(UNLESS - SPECIFICALLY NOTED OTHERWISE)WITH 600V TYPE USE/RHH/RHW INSULATION, EXCEPT TYPE XHHW MAY BE USED FOR BELOW GRADE FEEDER CABLES WHERE PROJECT No 2396: g£ THE CABLE IS ROUTED BELOW THE BUILDING FLOOR SLAB FOR ITS ENTIRE LENGTH. SHEET TITLE z Electrial - Notes, Legend 7 & Index h SHEET NUMBER: n � z E0. 1 �' A B C D E F G H �Ln rn nn �04 (0 )00 W NaMM (O(O �1 �CMM 00 0 O� W N-J rn X 7 Q m l� Q Q Q Q Q Q Q Q O 0 10 2 ------ ---- --ERI5TING3.T5 -- -� z Q o a PREVIOUS XISTI N I$C GT IT H' U .puff— SECUR PUR SIG O (n STORAGE °ff' EXISTI PAN L U —-—-—- --------- ---- - - - - - - - - - - - - - - - - - - _— _� LU LU Uj I I TOO FIRE RIISER TEL z I CORRID R I I I I i 3 o2t L___________i_____ IRn..R L__________________________________________ SOILED J]tn 0 ___ _ ________ LINEN ------------- I_____ ____ a X 711 IS, O _____i t TINS, A Skagit Regional Health M TERI S GMT. MED cas l'I XI iIN A H „"L I I I L I. . t EXISTING PANEL GNiA EXI TIN T N ER , EXISTING TRQNSFOFI'IER NI XI TI L A P EXISTING TRANSPORPIER D I$TING PANEL HD EXISTING TRAN$FORf1ER XD ------ii - - --_-- OFFICE EXI TI P NELA I- - - - _ - - - I$IA I - N A - _ - EXISTING PANEYA 4A TS- i �� xi C A SERVER XIE STINGo A�NE�L uxD ExI$nNG AT$-za I TI C� EXISTING Ai5-YA CIRCUIT BAKER i LINEu \�' XISTING MAIN SWITCHBOARD SlM$B 4 ----- 0 KP I I o W `-- -- ------- ------- ----- ------- ------ I____________r______ ffiz EMi 4 J CORRIDOR Q STAIR' • 3 AW�i CND) STAIR w o_ G O XISTI A M < TO MORGUE E EVEOUIPMENTRM EXISTING PIEL ShLAJGE (� T -_-_-_ _- -_ _ _-_-_ SUP YRM _ EXISTING P L Z1A w °'N J a' ELEY9 EUV2 ELHVt D J � lr w > Eo REcOG EXISTIJ PANEL A2 A TINS,P z LU o 01 z Q _4------- -------i L_-_-_-_-_-_ MEC CALIBOILER RM `/ o U) 'p 1 < C) 11 I I I I I I I I I I I I I I I I _-_-_-_-_-_-_-_ _-_-_-_ _-_-_-_�_-_-_�_-_-_-_�_-_-_ CR Ayy EAR`*cam�z to44794 Tea�ti{�v IONALG 6 MECHANICAL RM g INVESTIGATION BY: DRAWN BY: BD 3D DATE: APPROVED BY: 2/7/25 BD SCALE: FILE NAME: - - - - - - - - - - -� As Noted E2.1 s -L J �W PROJECT N. 2396 $ SHEET TITLE: Electrical - 2 Building 1 € Ground Floor Plan ELECTRICAL-BUILDING 1 GROUND FLOOR POWER PLAN v�M� � SHEET NUMBER. 1 SCALE:1)8"=1'-0" 1r\ E 2. 1 =' e A B C D E F G H z N� N N fi0 000 w W v,aMM a -•-•-•-. z L3 0 0 � I��I 1 �� nI II 7 i i Z o� r, N J < I J F+i 7 m� i • III 121fi �/I 1218 r IIIIIILJIIIIIIIIIIII w XISTING N K—El 12za ia2 P 1335 y I P AT AT5 342 ,341y P y P1339 1330 133] y p133fiy y P y p EXISTING DIST PANEL IY2 1 1360 I S 2 X Y2 XIS INC,DISCONNECT— EXIST I EX15 ING EL IY2F ING TRANSFORMER IY2 I EXISTING PANEL M21) moot 12s Q 4 I EXISTING PANEL 1Y2D � � 1320B EXISTING PANEL IY2E I O ,OODP U o AT$ ZITS Noypgpmant •—•— —•J 1—A 1221 1220 m 1219 WN M al 1346A ^• LL IST DIST AN Ma any EXI DIST PANEL ZIDP r Q OF ll!0 1214 W XISTI AN 1 4 Ia3an (n EXISTING DIST PANEL EGDP ,343 134a ,34s "MY o,a4eo� XISTI ANEL IY X M. Y2C I XISTING NE L IY2A XI TI AN M2 EXISTING TRANSFORVER NDP EXISTING PANEL IX2 XISTING A IN2A I ® ® ra 122v ay o 1224 CB en XISTING IST EXIST AN I2A XISTING A IN2 ® \ z 3 SWITCHBOARD MSB XISTI AN 4M faz9 EXISTING IZ2B 1331 EXIT��.�?�� ANE IN2C 1 15TI N I XIST SFO 1 2 2 I �' faooF u 1212 tl XI 5T. 2 El Skagit Regional Health EXISTING PANEL IY4 .`•—•—•—•— —•—•—•�. 1000N 1000A 1000E Dx�QMlan 1225 132] U 211 211 1319 8 1328 9e 1325 T 1324 1 T 1323 T 1322 1 4 12m cI ,22fi ay o 12ra ,000M 209A J � T 1318 1 LU ^ 1000E 120 120 12 120 1208 W ct) 01300B N _ 131] Q. O U tl 2 D 2 ui o n, 1300AT1321 1320 1000K D J Q OJ m LU 1002 LL QE o Z /\W 13,0 CI 1311 9a H 1314 D BI 1200 w 120] O N 5 1316 <' < V N 3 Nucl / � T 1309 n1 L 1208 icing Q O Nu 1300 ion T Q 1312 1313 1315 F .1 M 1100 m M 1�JI c G 120M DID, xASH!cA'f^� 130] h A �y zrn 1oao6 ,� 1rnFC I4]94 IONAI.�Gti 6 r 1 T T r 1 r r r 1 1308 1306 1 1305 1304 1303 1302 1301 „02 1103 J C 1106 1000E h INVESTIGATION BY: DRAWN BY: BD BD PIU 1104 y F E. ElJ DATE: APPROVED BY: LL2/7/25 BD T =a „OS SCALE: FILE NAME: not J As Noted E2.2 n PROJECT No: 2396 $ SHEET TITLE: :. ^ 2 Electrical - � Building 2 First Floor Plan Eg CAM\NA sHEE-HJUBE= ELECTRICAL- GUIDING 2 FIRST FLOOR POWER PLAN 1 SCALE:1/8"=1'-0" E 2.2 €M A B c D E F G H z r, ��Ny NNE Lo Fi )00 0)V V W V) un M W Q M M a z >_300 �1 �CMM z 00 0 oC W NJ mX 7 Q ,AYJ; m L, 1� Lj EXTEND EXISTING C 10 NEW OU1LE1 LOG 2 — � z v. 0 o' O U o LL1 F_1 C _ W 1Y2D- EXTEND EXISTING CONDUIT— -ROUTE EX TIN'H ERUN = aD-3 TO NEW OUTLET LOCATION 3 TO THE NEW O TLET L TION. U) w ffi EX ffi a ffi ffi 122 EX 1222 1223 1222 Patient Bay I Ex Ir2°-1,3 Ex Patient Bay 1335 I EX z 3 1335 Patient Bay Patient Bay EX i Patient Bay Patient Bay 1337 LIL3C F13371 LIKC EX Skagit Regional Health EX INX-16 Ir 4 or REMOVE EXISTING GE DISCONNECT sWIT Toilet Toilet Rea( Toilet Toilet INSTALL NEW SIEMENS DISGOWJEc1 5WI H 1227A 1221 IN THE SAME LOCATION.SPLICE THE XISTING J El REMOVE EXISTIN 1227A 1221 CONDUCTORS THROUGH 10 THE NEW Q DISCONNECT SW I H. MAINTAIN EXIST I (n L -, kl Ex IN PANEL WE 0 a' IN WE5110WER 0L---j O a FDI \ EXI 1'EMT(3 EXISTING Q tt�t\ A AV.GND> � } ? 1334AUj OVE EXISTING UNDERFLOOR 1 J ¢'N CI DUITS 4 WIRING. D m Z ; E o x 7 w N r _ � Ex Q Q 3 5 —�I D16CMECT 4 REMOVE Ex U EXISTIN'CEILING EO ® ex Trauma X-Ray (n NO Trauma X-Ray 1227 H Q %I REFER TO SIEM E IN DRAWINGS FOR DE-SSCRIPTI G UNDINDIN G n r I 1333 0o CT S OUIREMENTS,e NTS, coNDm� 1333 w o0 CT Scan Ns1ALLan NTs. 1334 0 REX 1334 tb R' I L__L EX ♦Q'oF xAD�A 3 Fed ,�r�r .71 m`n E>� owe`S OIs 6 g rrl r rr, INVESTIGATION BY: DRAWN BY: rrI r 1000A 1000 1000A BD BD DATE: APPROVED BY: g,U 2/7/25 BD dd'" =a SCALE: FILE NAME: :$ As Noted E2.2 k W PROJECT No: 2396 $£ SHEET TITLE: Electrical - I 2 ELECTRICAL - PARTIAL FLOOR PLAN - DEMO �� 1 ELECTRICAL - PARTIAL FLOOR PLAN - POWER �) 2 CT Room PlansIf 7 Scale: 1/4"=1'—O" NORTH Scale: 1/4"=1'-0" NORTH 9' p a� SHEET N111aE- E2.3 A B c D E F G H I z N� N N t0 000 1 w W W'aMM a LIGHTING FIXTURE SCHEDULE L 3 t0 t0 M M TYPE DESCRIPTION DIMENSION MOUNTING DOLOR LUMENS VOLTS DIMMINC MAN UFAQTURERS CAT.NO. LOADS � NC TEMP. (OR APPROVED EQUAL) WATT 00 0 A LED EDGE LIT TROFFER,WHITE 2'x4'x2" GRID 3500K 3000 277 0-10V COLUMBIA SRP24-35-VW-G-ED1 26 27 W 04>fn X PAINTED ALUMINUM FRAME WITH 1% DAYS TE 2FPZ-30L-8351-DS-DIM m lam FLAT FROSTED ACRYLIC LENS. LITHONIA EPANL-2X4-3000LM-80CRF35K-MINI METALUX 24CGTX-30-L835 WILLIAMS BP-24-LS/8CS(3500/3000) z lip d a-[L �� 0 O U o W J W#H U) _)E-CONNEC HE EXI5TINGIGHTING Fl i RES TO MAINTAIN HE EX15TI CIRCUIT Office offic Office 3 1223 122, 1222 Pati nt Bay Patient Bay EX, 1335 1335 Pa i n Bay Pa i n Bay Pa i n Bay P l n Bay Exa Skagit Regional Health 1337 1336 1337 1336 ab 4 J Q OOPr P�r cn W 1227A 1221 1227A 1221 W CO O _ . . RE - d L LI °'N 10 EXI 11NG J a Toilet ICToilet T Q� J NNNoo1334A Ex WZ W Z p 5 U R Ect O ISTING 3c 0 vowo o i�Q Ex Ex Ex U U ® 0 0 E -Rayx2cc ® x Trauma X 1227 1227 Contr Contr RECONNECT VIA,/1334A n1333 TTING 1333 T dP E A RE n a EX m C2 A °•n R�rsTe1�'9 tip' ��SIONAI.ETyG i 6 ; € INVESTIGATION BY: DRAWN BY: 3 BD BD DATE: APPROVED BY: - Corridor Corridor Ig 1000A 1000A 2/�/2s BD Wg =a -- po SCALE: FILE NAME: \\\ \ As Noted E2.4 x PROJECT No: 2396 $ SHEET TITLE: 2ELECTRICAL - PARTIAL FLOOR PLAN - ANCILLARIES 1 ELECTRICAL - PARTIAL FLOOR PLAN - LIGHTING A2 Electrical - 7 scale: 1/4"=1'—O" NORTH scale: 1/4"=1'-0" NORTH 2 CT Room Plans W ffg S111-HLIUKe '� 2 E2.4 e i� A B c D E F G H z NT N� N N t0 000 w W v,M M �f W a3 z L oo z 00 0 o� W NJ D 7 Q m L, I a I z 0 o Toilet o 1334A �`� u W W D a EX 6 FI 6 3 Skagit Regional Health Do❑ Do❑ 0 u Contr I 4 1333 1 CT Scan ® �01334 0 NOTE: Q REFER TO SIEMENS 51TE 5PECIFIG DRAWING5 U W FOR DESCRIPTIONS OF GROUNDING Lu Q � REQUIREMENTS,BACKBOXES,BOXES,CONDUITS AN CATION REQUIREMENTS. � T2 d W �M D J a J � Q N rn W > B c° Z W Z p Q 5 U r U U) o 0 H oEX Q U Corridor ,PoF:'A 1000A FR� �y zrn NNA94 1rnFC IONAI.�Gti 6 1 - INVESTIGATION BY: DRAWN BY: ELECTRICAL - EQUIPMENT PLAN BD BD NORTH DATE: APPROVED BY: 2/7/25 BD =a SCALE: FILE NAME: 1 As Noted E2.5 n PROJECT N. 2396 $ SHEET TITLE: Electrical - 7 2 EQUIPMENT PLAN a€ SHEET NUMeE- E2.5 e A B C D E F G H 1� BYPASS/ISOLATION 4-POLE AUTOMATIC TRANSFER SWITCH. EXISTING ATS WITH LOAD SHED CONTROLLER LISTED FOR NEC 700 SYSTEMS.RECIEVES KW LOAD SIGNAL FROM SWED EXISTING GROUND FAULT PROTECTION AT EACH EGDP POWER METER.SHUTS DOWN CHILLERS IN THREE STAGES SWITCHBOARD FEEDER BREAKER. AS FOLLOWS: �( STAGE 1 -CHILLER#1 M 3� TRANSFER SWITCH POSITION WITH AUXILIARY CONTACTS STAGE 2-CHILLER#2 TT^^ t0 WIRED TO ELEVATOR CONTROLLERS. STAGE 3-SHUT DOWN ATS Z2 Vl �N�� 4� BUSSMANN FUSED DISCONNECT SWITCH WITH AUTOMATIC EXISTING 120V CONTROL CIRCUIT WIRING FOR CONNECTION NO�-.I- SHUNT TRIP AND MANUAL DISCONNECT OPERATION. TO CHILLER CONTROLS. W aMM INCLUDES(1)ADDITIONAL 4"SPARE CONDUIT WITH PULL STRING. ]� SEE EQUIPMENT SCHEDULE FOR FEEDER SIZE TO EQUIPMENT. z U3 O O TO-y11 t (0 t0 NOT USED. c ~ M M 4, z oC 00 NOT USED. r, 04 J y x w �Q m L� to EXISTING SHUNT TRIP CIRCUIT BREAKER. tt 9,673 GROUND FAULT INDICATION ONLY. 2,403 tz FAULT CURRENT AVAILABLE FROM UTILITY. T] 13 TO DISCO NECTASWTICH MODULES.250ADER FEEDER TAPSANDEESS THAN TAPS 13,000 10'IN LENGTH. EXISTING WREW2 C 14 NOT USED. O u u u u u u u u u u u z PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL t5 2N4A 2N2A 2N2B 2N2C 2N2D 2N2E 2%4A 2X2A 2Y2A 2Y2B 2Y2C EXISTING LUGS FOR SODA FEEDER EXTENSION.BREAKER d 125A 125A 125A 125A 225A 225A 100A 100A 125A 100A 100A LOCATED TO LIMIT FEEDER LENGTH TO LESS THAN 10'. 5,748 8,800 5,748 5,578 9,3481 5,562 5,407 5,407 PANEL N 11,043 2Z4 U o 225A w SECOND FLOOR w Cn 100N a 34,343 2 883 0 z 3 Cg CN g it Re�oral Health u u u u u u u u u u PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL Skab 1N4A iN4M iX2A 1Y2A 1Y2B 1Y2C 1Y2D 1Y2E 1Y2F 1Y2G iZ2B iZ2A 125A 2234,453 100A 610DA 97 61 1097 61 1097 3'700 2'780 33020 120A 225A 225A 36 5339 5?437 225N 100N 100N 1t1r)TT 125N 100N 100N 100N 100N NSS 12 525 ELEV 1 PANEL PANEL # ELEV#2 iX4A u a 1Z4 XFMR iZ2 ° 2511P 50HP tp to 125A m 225A 75KVA 4 . . . . . . . tz 4 4 3$.4W �� xFMR 1X2 gC oC �C C oC oC NC gC %' 30KVA -# 100A 100A 08T #�2- C /3P C /3P J 100 200 Q PANEL PANEL PANEL PANEL PANEL _ o C DIST PANEL 1Y2 11,063LZ 1 N2A iN2B iN2C iN2D 1 N2E m 208Y/120V,3$,4W 22,962 9,376 O 125A 125A 100A 100A 100A #4 m 800A 100AS 200AS FLUORO XRAY TRAUMA XRAY W 7,245 7,245 7,245 3,334 3,334 17,919 800N AHU-5 AHU-6 70AF r125AF 2-1/2"C,4#2/0,#1 GND 2"C,4#1/0,#1 GND Q Q 00 200 r�1 remv XFMR 1Y2 7 7 13 200A, 30, 4W V 300KVA 100A 30 4W w d r0 225N 125N 125N 100N 125N 100N 7C _ 30,4W 225N J 225N 125N 100N 100N 125N NSS 125N x450 - 225N 125N Q #3/0 250 26,297 2DO Lu E o 225N CH-2 z w 2_1/2"EMT Q Q N 3 5 m m m m m (3/�400 KCMIL ut U .s- +1 3 AWG GND �C NC �C oC oC oC �C �C oC aC �C oC �C C mC oC oC a6 �C �C �C mC C �C C oC o6 U) Q N rn PANEL o EPM 1Y4 U U n a` oC DIST PANEL NDP DIST PANEL XDP 142480 DIST PANEL YDP DST PANEL Zi DP DIST PANEL 12DP m 20BY/120V,3Q,4W 18,382 21,851 480Y/277V,3$,4W 450Y/277V,3$,4W 480Y/277V,3$,4W 480Y/277V,3$,4W SODA 225A 600A 600A 600A 800N ATS X 225N ATS y 600N 34,685 ATS ZI SOON SOON 35,484 34,366 EpM R. ESSENTIAL EPM ESSENTIAL EPM ESSENTIAL 34,350 EPM P� DID, XFMR NDP ° LIFE SAFETY BRANCH CRITICAL BRANCH EQUIPMENT BRANCH 1 ATS Z2 5 v1�oF>Pesg24 300KVA 225A/4P 600A/4P 600A/4P NON ESSENTIAL vF �r G, is EQUIPMENT BRANCH 2 •�m F't z rn 3$,4W Y 480Y/277V 480Y/277V 480Y/277V t 3 3$,4W 3Q,4W 3$,4W t C 500A 600A/4P 23,340 36,013 35,484 (2)2-1/2"C, 4-250KCM, /3P 480Y 3$74W I794�q1r#3/0 1#2/OGND 14,000 0%g R�ISTGs" 1 SOON s"SIONAI.�o 6 TVSS INVESTIGATION BY: DRAWN BY: BD BD 2-1/2"EMT 125N 225N 125N 450 225N 600N SOON SOON NSS (3#400 KCMIL 225N 600N SOON DATE: APPROVED BY: 40,359 +1 #3 AWG GND) GENERATORY z P 4 tt 2/7/25 BD �C oC oC �C oC o6 a6 METER a a GF C NC �C NC �C �C gC gC gC �C �C C o ao M GF n C GFI mo SCALE: FILE NAME: _ w (ttP)pf �¢ �¢ �¢ �Q �s As Noted E6.1 k§ lt np H-1 CH-1 =_ EPM 2000AF PROJECT N. '396 $ 2oo0AT Q (4) 225A PROVISIONS EPM N G GF 8 2 1-1/4"C, 3#2, 1#2GND G SHEET TITLE: 12 3000N - MAIN SWITCHBOARD MSB N C mo GENERATOR SWBD EGDP Power System ` 480Y/277V,3$,4W 14,000 480Y/277V,3$,4W 50CKW/625KVA " 36,084 3000A G �\ G 1000A _ GENERATOR Riser Diagram € 7 480Y/277V,3Q,4W 9; UTILITY XFMR 1200N a #3/0tl 1247011-480Y/277V - 1000 3$,4W TO EXISTING 67MS6,SEE E6.2 FI ST FLOOR sHEE nLr.�HE _. .o ELECTRICAL - EXISTING POWER SYSTEM RISER DIAGRAM,TOM z E6. 1 `� TO UTILITY NO SCALE NOTE:ALL PANELS,TRANSFORMERS,FEEDERS,COMJECTIOJS 1 DEVICES ARE EXISTNL. W NOTE:ALL CABLES ARE COPPER ALE%LISTED OTHERWISE €M A B C D E F G H I z N NN t0 1-1/2 C,4#1, 4 12, CONDUIT GND F+-I Epp I I CONDUIT GND V� W N �� 4,945 225N W �Q M M z L3oo u u u u u u u z o� N PANEL C PANEL C PANEL PANEL PANEL PANEL PANEL w J N X SEC 1 SEC 2 3Y2D HC XH 3N2A 3N2B 225A 225A 100A 400A 100A 225A 225A m L` 4,987 4,911 12,793 2,218 3,817 3,817 x 100N THIRD FLOOR 1-1/2"C,4#2,CONDUIT GND 2-1/2"C,4#250MCM,1#4GND 1-1/4"C,3#2,1#40ND J 2 Z 0 < C C C C o n �n u u u u 22 N 3/4"C,2#10 A, 1#1/0 GND 0U N PANEL 75KVA XFMR PANEL PANEL PANEL PANEL PANEL PANEL U o BB PANEL 480V-208Y/120V HE XB-1 XB-2 OR-1 OR-2 OR-3 Lu 300A B 3�,4W 225A 2,054 5,145 300A5,228 12,928 1,850 w U) SECOND FLOOR 225N FEEDER SCHEDULE TAG QUANTITY RACEWAY CONDUCTORS 3 T OF SETS SIZE NEUTRAL GROUND u u 30 1 3/4" 3#10 1#10 z 4,271 70N 30N 1 3/4" 3#10 1#10 1$10 PANEL PANEL 40 1 3/4" 3#8 - 1#10 1 N28 1N2A 40N 1 1" 3#8 1#8 1#10 p p � �7 225A 225A 2 105 50/60 1 1" 3#6 - 1#10 Si«QII ReQ 0�He21t11 FIRST FLOOR 50N/60N 1 1" 3#6 1#6 1#10 b a- 4,970 225N 70 1 1-1/4" 3#4 - 1#8 100N am 30KVA 70N 1 1-1/4" 3#4 1#4 1#8 150A/3P 3/4"C,3#8,CONDUIT GND o XFMR XB 90 1 1-1/4" 3#2 - 1#8 150A FUSE EXISTING 1-1/4'C.(4#3 AWG+1#8 AWG GND) oer 480V-208Y/ 90N 1 1-1/2" 3#2 1#2 1#8 EXI511NG 1"C.(3#6 AWG+1#10 AWG GND) 2.120V,3�,4W 100 1 1-1/2" 3#1 - 1#8 2'C,4#3/0(AL),1#6GND 1-1/4"C,4#6, 2"C,4#3/00ND 2CONDUIT GND , 400N CONDUIT GND 1'C 4 2 70N 100N 1 1-1/2" 3#1 1#1 1#8 1#6GND CONDU AL) IT GND 1"C,3#4,1#BGND # 50 30N 125 1 1-1/2" 3#1 1#6 3/4"C 50 100IN 100N 125N 1 1-1/7' 3#1 1#1 1#6 3#6, 150 1 2" 3#1/0 - 1#6 1#1ocND � ( ^ � ( � ( ( � #2 15oN 1 2" 3#1/0 1#1/0 1#6 175 1 2" 3#2/0 - 1#6 � I I III 30KVA F I I I I x I I x I I x I I x izov of �( of of of 175N 1 2-1/2" 3#2/0 1#2/0 1#6 J LJ �� LJ x ^ XFMR LJ LJ LJ LJ �� LJ 200 1 2" 3#3/0 - 1#6 4 PANEL A PANEL A PANEL AA PANEL AA 50KVA XFMR PANEL PANEL PANEL PANEL 30KVA XFMR PANEL PANEL 30KVA XFMR PANEL PANEL 30KVA XFMR PANEL PANEL 300N - f n n n 200N 1 2-1/2" 3#3/0 1#3/0 1#6 SEC 2 SEC 1 SEC 2 SEC 1 480V-208Y/120V HA M ZA2 XE 480V-208Y/120V EXL X 480V-208Y/120V XL HXD 480V-20SY/120V XD GN2A 112 5KVA XFMR N1 225 1 2-1/2" 3#4/0 - 1#4 225A 225A 225A 225A 3�8Y 225A 400A 3�,4W 100A 3�,4W 100A 100A 3�,4W 100A 300A DIST PNL Y48 J 3,962 3,962 5,244 5,244 9,140 x 19,503 12,415 5,033 1,280 1,479 5,931 34,4W 480Y/200A 250N 1 2 3/2" 3#250kcml 1#4/0 1#4 Q O O O O O O O DA 480V-208Y 120V 30 4W 225N 1 2-1/2' 3#4/0 1,442 13,680 it 1#250kcmil 1#4 400N 300 1 3" 3#350kcmil - 1#4 L ( 1-1/4"C,4#6,A 300N 1 3" 3#350kcmil 1#350kcmil 1#4 w (n CONDUIT GND 10,754 Q (Qo EXISTING 3"C.(3#500 KCMIL 350 1 3-1/2" 3#500kcmil - 1#3 O 1#2 AWG NEUT,1#2 AWG GND) 350N 1 3-1/2" 3#500kcmil 1#500kcmil 1#3 Q PANEL J 400 2 2 3#3/0 - 1#3 NEW#3 AWG EMT(4#350 KCMIL 400N 2 2-1/2" 3#3/0 1#3/0 1#3 (rD�1 m ATS YA (2)2-1/2"C,4#3/0 ML 1#3 AWG GND) 100A/SOAP V 21,688 ATS ZA & 1#1/0 GND 450 2 2-1/2' 3#4/0 - 1#2 LI..I d M CRITICAL BRANCH EQUIPMENT BRANCH 1,831 5,070 / / 400N r 450N 2 2-1/2" 3#4/0 1#4/0 1#2 J 4 N 480Y ,3-P 4W ATS XA a 500 2 2-1/2" 3#250kcmil - 1#2 E rn 480 277V,30,4W o 50 100N m 400A, 3-POLE SOOA,3-POLE < 250N BRANCH m il ( 600 2 3" 3#350kcmil - 1#1 LI..I o LIFE SAFETY 500N 2 2-1/2" 3#250kcmil 1#250kcmil 1#2 400N z 1,662 N 70A/3P O x �O 600N 2 3" 3#350kcmil 1#350kcmil 1#1 z w o-^ o c ^� 22,839 480Y 3¢73W 3/4 C-4#6 700 2 3-1/2" 3#500kcmil - 1#1/0 z Q =N FJ PANEL 5,954 PANEL HD 30KVA XFMR PANEL D SOO70ON 3 3 3/2 3#300kcmll 1#500kcmil ' '/O U Q N 480V-208Y/120V 100A U r 3 Y4AT 13,788 3�4W BOON 3 3" 3#300kcmil 1#300kcmil 1#1/0 U) o 0 400A 100N 1000 3 3" 3#400kcmil - 1#2/0 Q N rn 20,800 1000N 3 3-1/2" 3#400kc mil 1#400kcmil 1#2/0 U U M ` O (2)3-1/2"C. 150N 1200 3 4" 3#600kcmil 1#4/0 "1 a 4#500MCM, 70N 120ON 3 4" 3#600kcm11 1#600kcmil 1#4/0 1#1/0 GND 1-1/4"C,4#6,CONDUIT GND 150ON 4 4" 3#500kcmil 1#500kcmil 1#4/0 J 2"C,4#1 & n 1600 4 4" 3#600kcm11 1#4/0 1#1/0 GND n n 0 1600N 4 4" 3#600kc mil 1#fi00kcmil 1#4/0 2000 6 4" 3#400kcm11 - 1#250kcmil /4"C-4#1 21,686 PANEL Fe Is 200ON 6 4" 3#400kcmil 1#400kcmil 1#25okcmil waSgj�A� Q,lb R. DID, ZA 2500 7 4" 3#500kcmil - 1#350kcmil V1N,°F 1-1 800A 1-1/4"C-4#4,1#4GN Ibb 2500N 7 4" 3#500kcmil 1#500kcmil 1#3501,cm11 3000 8 4" 3#SOOkc mil - 1#400kcmil 2 rfi 400N 800A IBDGAF 3000N 8 4" 3#500kcmil 1#500kcmil 1#4001,=11 q rn B-5 - (2)3-1/2"C-4#500MCM, (2)3-1/2"C-4#500MCM NOTES: y0 R 447944 2-1/2"C,4#4/0,1#40N 1#1/0 GND 1#1/0 GND �45�ISTGn" 1. FEEDER SCHEDULE IS BASED ON COPPER CONDUCTORS SIONAL (2)3-1/2"C-4#500MCM,1#1/0 GND 250 175 WITH THWN/THHN INSULATION. CONDUCTOR BERATING 6 IS BASED ON THWN/THHN CONDUCTORS WITH 90 DEGREES C RATING. o -4 0 4 o F o 0 0 0 ,r�i o 2. GROUND CONDUCTOR(BONDING JUMPER)SHALL BE INVESTIGATION BY: DRAWN BY: of N( of n( of n( of of 1 of N( n( of INCREASED FOR FEEDERS FROM THE SOURCE OF A BD BD SEPERATELY DERIVED SYSTEM TO THE 1ST DISCONNECTING _ MEANS PER NEC 250.30(A). DATE: APPROVED BY: ESN GF{ o GF{ a o GF SWITCHBOARD 87MSB 2 7 25 BID G 1600A BUS 480Y/277V,3�.4W G / / =E 1600A SCALE: FILE NAME: 50OKW GENERATOR AS Noted E6.2 SECTION 1 SECTION 2 ki 1200N 23,788_ 480Y/277V,3�,4W PROJECT N. 2396 $ TO MSB,SEE E6.1 Ew SHEET TITLE: Power System Riser Diagram 7 BASEMENT 9m ELECTRICAL - EXISTING POWER SYSTEM RISER DIAGRAM,Sl BLOG NO SCALE NOTEEEO NOTE:ALLALL CAEILES A�COFFER 1.5 LE65 LIISS�'coD OIHEGT� 1 DEVICES ARE EX16TINC. ��M�NA SHEE 1{J1.18 E�. E n� E6.2 e A B C D E F G H I EXISTING MAIN SWITCHBOARD MSB EXISTING 87 ENGINE-GENERATOR SETT-t VOLTAGE 480Y277V,3 PH,4 W FEEDER/BRANCH CIRCUIT DEVICES' ELECTRICAL LOAD CONIN LOAD A DEMAND DEMAND VOLTAGE: 480Y/277V,3PH,4W CONTROLS'. ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND �I TYPE'. SWITCHBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA RATING. 500 KW,625 KVA RUN-STOP-REMOTE SWITCH CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA ENCLOSURE. NEMA1 FULL All RATING: 35,000A Lighting 0.0 0.0 1.25 0.0 TYPE'. DIESEL COOLANTTEMP.GAUGE Lighting 13795.0 0.0 13795.0 1.00 13795.l l0."(D MOUNTING. SURFACE/FLOOR SERIES All RATING: NONE Gen.Purpose Outlets(First 10 KVA) 0.0 0.0 1.00 0.0 FIELD CIRCUIT BREAKER Gen.Purpose Outlets(Firsl10KVA) 0.0 0.0 0.0 100 0.0 NN .� Gen.Purpose Outlets(Remainder) 0.0 0.0 0.50 0.0 ENCLOSURE'. OUTDOOR WEATHERPROOF DC VOLTMETER Gen.Purpose Outlets(Remainder) 0.0 0.0 0.0 0.50 0.0 )i1 i� BUSSING:MANUFACTURER'S STANDAR SPECIAL PROVISIONS: Special PnrPOse Outlets 0.0 0.0 1.00 0.0 SKID MOUNTED RUNNING TIME METER Special Puryose Outlets 0.0 0.0 0.0 1.00 0.0 r, N Up Ln CONTINUOUS RATING3000 A Mechanical Equipment 00 00 100 00 SOUND ATTE NUATED OIL PRESSURE GAUGE Mechanical Equipment 00 00 00 0.80 0.0 FULLAICRATING. 35,000A EX.MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 0.0 0.65 0.0 FAULT RESET SWITCH Kitchen Equipment&Appliances 00 00 00 100 00 SERIES AIC RATING. NONE Miscellaneous 57500.0 57500.0 1.00 57500.0 HEATER: ENGINE COOLANT H20V) CYCLECRANKING Miscellaneous 3450.0 57500.0 60950.0 0.80 48760.0 1� L?� EX.GROUND BAR 25%Largest Motor 10756.0 ENGINE FAULT&PRE-FAULT F-1 L O O MAIN'. LUGS ONLY FUELTANK: SUB-BASE,DOUBLE WALL INDICATION PER NFPA 110 0 (O to LOCATION LEFTSECTION SUITABLE FOR USE AS SERVICE Peak Demandper PUD 966888.9 958888.9 1.25 1211111.1 8000 GALLONS r Ind C M M ENTRANCE EQUIPMENT B' History=872 KW 0.9 P.F. FUEL GAUGE MAIN CIRCUIT BREAKER: 0 0-0vv TOTALLOAD 968888.9 57500.0 1026388.9 1279367.1 800A,3POLE Daduct50%ofChiller Load -602754 -602754 100 fi02754 4 O 0 TOTALAMPS 1165.4 69.2 1234.6 1538.8 (Be.Note 3 Below) N J Vl Q CIRCUIT BREAKER SUITABLE FOR ATS ZA Existing Peak Demand Load: 1164250 116425.0 1.25 145531.3 MAIN SECTIONS(LEFT) USE AS SERVICE EQUIPMENT. (Be.Note 2 Below) m fy ATS YA Existing Peak Demand Load: 73455.6 ]3455.6 1.25 91819.4 REMOTE ALARM ANNUNCIATOR See Nate 1 Below BUSSED PULL SECTION TOTAL LOAD 2071256 -27754 204350.2 239630.3 TOTAL AMPS 249A -33 245.8 288.2 C T.COMPARTMENT EXISTING GENERATOR DISCONNECT SWITCH(ESSENTIAL ELECTRICAL SYSTEM) (PER PUGETSOUND ENERGYREQUIREMENTS) VOLTAGE: 480Y/277V,3 PH,4 W SPECAL PROVISIONS: ELECTRICAL LOAD CONN.LOAD(VA) DEMAND DEMAND SWITCH TYPE:HEAVY DUTY,FUSIBLE CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA 2 FUSES TYPE: DUAL ELEMENT,CLASS RKS NAMEPLATE Lighting 137950 00 137950 125 172438 MAIN BREAKER SECTION(CENTER) Gen.Purpose Outlets(First 10 KVA) 0.0 0.0 0.0 1.00 0.0 Z CONN. FEEDEWBRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDEWBRANCH CIRCUIT CONN. ENCLOSURE. NEMAI GROUND BAR Gen.Purpose Outlets(Remainder) 0.0 0.0 0.0 0.50 0.0 LOAD A DESCRIPTION NO1E AMP/P NO PHASE NO AMP/P DESCRIPTION -E LOAD VA MOUNTING'. SURFACE Special Puryose Outlets 0.0 0.0 0.0 1.00 0.0 d 1888513 MAIN SWTCHBOARD 87MSB GFI 1201 1 A 2 200013 MAIN SWTCHBOARD MSB DISTSECTION GFI 4]72479 Mechanical Equipment 0.0 0.0 0.0 1.00 0.0 Ll tr SWITCH RATING: III Kitchen Eq uipment&Appliances 00 00 00 100 0.0 O 1888513 B 4725049 FUSES RATING: 800A Miscellaneous 34500 575000 609500 100 60950.0 U 0 FULL AIC RATING: 42,000 A 25%Largest Motor 10756.0 186851.3 1C1 1 1 466696.9 SERIES AIC RATING: NONE mowN/ DISTRIBUTION SECTION(LEFT) Daduct50%ofChiller Loatl -60275.4 -60275.4 1.00 60275.4 LL CONN. FEEDER/BRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDER]RANCH CIRCUIT CONN. (See Note 3Below) LOAD VA DESCRIPTION °iE AMP/P NO PHASE NO AMP" DESCRIPTION •e LOAD VA ATS ZA Existing Peak Demand Load: 116425.0 116425.0 1.25 145531.3 Ui 0.0 SURGEARRESTOR 30/3 1 A 2 110/3 H-1 23105.6 (See Note 2 Below) 0.0 B 23105.6 ATS YA Existing Peak Demand Load. 73455.6 73455.6 1.25 91819.4 0 0 C 23105 6 See Note 1 Below 4916.0 PANEL2N4A 125/3 3 A 4 125/3 PANEL iN4A 4334.0 TOTAL LOAD 2071256 -2775.4 2043502 266025.1 4351.0 B 4233.0 TOTAL AMPS 249.1 33 2456 3200 G 3456.0 C 4146.0 OD SPACE FOR FUTURE USE(MINIMUM 22513 BREAKER) 5 A 6 SPACE FOR FUTURE USE(MINIMUM 2250 BREAKER) 00 0.0 B 0.0 NOTES: 0.0 C 0.0 (1) ATS YA PEAK VA LOAD AS RECORDED BY THE OWNER USING A 30 DAY DEMAND METER,FROM DECEMBER 3,2024 THROUGH JANUARY 17,2025. 0.0 SPACE FOR FUTURE USE(MINIMUM 225/3 BREAKER) 7 A 8 SPACE FOR FUTURE USE(MINIMUM 225/3 BREAKER) 0.0 METE R RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kW LOAD OF 66A 10 kWOCCURRED ON JANUARY13,2025.66.110kWAT.9PF=73.455kVA. Z 3 0.0 B 0.0 (2) ATS ZA PEAK VA LOAD AS RECORDED BY THE OWNER USING A 30 DAY DEMAND METER,FROM DECEMBER 3,2024 THROUGH JANUARY 17,2025. 001 C 00 METER RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kW LOAD OF 116.425 kVA OCCURRED ON DECEMBER 12,2024. 25430.0 PANEL1N4M 225/3 9 A 10 225/3 DIST.PANEL XDP 7610.0 (3) CHILLER CH-1 G.031S LIMITED BYCONTROLS TO 50%OUTPUT WHEN ON GENERATOR POWER.THE FULL LOAD OF THE CHILLER IS INCLUDED IN THE 25430.0 B VIA ATSX 5090.0 EQUIPMENT CATEGORYAND 50%IS DEDUCTED AS A SEPARATELINE. 25430.0 C 3670.0 695823 CHILLER CH-2R01 350M 11 A 12 350/3 SPARE 00 SiCdui Rp o....l LT�nI`� 69582.3(REPLACES EXISTING CHILLER CFN(B)) B (FORMERLYCHILLERCH-2(B)) 0.0 _.b 1 egi 1111QgH alth 91,51.3 c 7.9 EXISTING AUTOMATIC TRANSFER SWITCH ZA EQUIPMENT BRANCH 91181.0 DIST PANEL NDP 450/3 13 A 14 500l3 DIST.PANELZiDP 94307.9 ( ) 90524.0 VIAXFMRNDP B VIA ATS ZI 94307.9 VOLTAGE: 4BOY/277V,3 PH,4W METERS MOUNTED): ELECTRICALLOAD CONN.LOAD A DEMAND DEMAND 95683.0 C g4307.9 RATING: 800 AMPS,3 POLE,4 WIRE VOLTMETER CALCULATION EXIST. NEW TOTAL FACTOR LOAD(VA) 554690 DIST.PANELYDP 600/3 15 A 16 500/3 DIST PANELZ2DP 1008323 APPLICATION:UTILIIYTOGENERATOR AMMETER Lighting 0.0 0.0 1.25 0.0 55049.0 VIAATSY B VIA ATS Z2 100832.3 FREQUENCYMETER Gen.Purpose Outlets(First 10 KVA) 0.0 O.0 1.00 0.0 46484.0 C 1 100832.3 ENCLOSURE. NEMA1 PHASE SELECTOR SWITCH Gen.Purpose Outlets(Remainder) 0.0 0.0 0.50 0.0 Pulp...SURFACE Special Puose Outlets 0.0 0.0 1.00 0.0 STATUS INDICATORS Mechanical Equipment 0.0 0.0 1.00 0.0 EXERCISER CLOCK SOUR CEI OK Kitchen Equipment&Appliances 00 00 100 00 BATTERYCHARGER SOURCE 2OK Miscellaneous 575000 575000 100 575000 EXISTING SWITCHBOARD 87MSB MASTER NAMEPLATE GENERATOR SET SIGNAL 25%Largest Motor 10756.0 VOLTAGE: 480Y/277V,3 PH,4W FEEDER/BRANCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND T RANSFERTIMING TYPE. SIEMENS SWITCHBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. I NEW I TOTAL FACTOR LOAD VA TRANS FERCOMPLETE Existing Peak Demantl Load: _4 116425.0 1.25 145531.3 ENCLOSURE. NEMA1 FULL AIC RATING. 35,000A Lighting 0.0 0.0 1.25 0.0 RETRANSFER TIMING See Note l Below MOUNTING'. SURFACE/FLOOR SERIES AIC RATING: NONE Gen.Purpose Outlets(Find 10 KVA) 0.0 0.0 1.00 0.0 TIMING FOR STOP TOTAL LOAD 575000 1739250 213787.3 4 Gen.Purpose Outlets(Remainder) 0.0 0.0 0.50 0.0 TOTAL AMPS 69.2 2092. 257.1 BUSSING:MANUFACTURER'SSTANDAR SPECAL PROVISIONS: Special Puryose Outlets 00 00 100 00 J HORIZON TA L RATING:1600 A Mechanical Equipment 0.0 0.0 1.00 0.0 VERTICAL RATING: 800A MASTER NAMEPLATE Kitchen Eq uipment&Appliances 0.0 0.0 0.65 0.0 Q FULLAIC RATING 35,000A Miscallaneons 57500.0 57500.0 1.00 57500.0 EXISTING PANEL ZA(EQUIPMENT BRANCH) � SERIESAICRATING: NONE GROUND BAR 25%Largest Motor 10756.0 VOLTAGE. 480Y/277V,3PH,4W FEED RIB NCH CIRCUIT DEVICES. ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND W 0- TYPE'. SQUAREDI-LINE BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD(VA) Ui rrnn Existing Peak Demand Load: 4024430 4024430 125 5030538 PANELBOARD FULLAIC RATING: 14 000 A Lighting 00 00 125 0.0 Q vJ MAIN'. LUGS ONLY (Be.Note l Below) ENCLOSURE'. NEMA1 SERIES AIC RATING: 65000A Gen.Purpose Outlets(First 10 KVA) 00 00 100 00 O LOCATION LEFTSECTION TOTALLOAD 402443.0 57500.0 459943.0 571309.8 MOUNTING'. SURFACE Gen.Purpose Cutlets(Remainder) 0.0 0.0 0.50 0.0 TOTAL AMPS 4.1 69.2 553.2 687.2 SPECIAL PROVISIONS: Special Purpose Outlets 0.0 0.0 1.00 0.0 lrn 2 BUSSING:MANUFACTURER'-STANDARD Mechanical Equipment 0.0 0.0 1.00 0.0 V DISTRIBUTION SECTON(LEFT) CONTINUOUS RATING.800 A MASTS RNAMEPLATE Kitchen Eq uipment&Appliances 00 00 100 0.0 w m M CONN. FEEDERIBRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDERIBRANCH CIRCUIT CONN. FULLAIC RATING. 65,000A Miscellaneous 575000 575000 100 57500.0 LOAD A DESCRIPTION n AMP/P NO PHASE NO AMPIP DESCRIPTION Ts LOAD VA SERIES AIC RATING: NONE GROUND BAR 25%Largest Motor 10756.0 J Q N 188208.0 PANEL ZA GFI 800/3 1 A N y no MAIN'. LUGS ONLY Existing Peak Demand Load: 116425.0 116425.0 1,25 145531.3 10� "E 188358.0 (VA Uj ATS-ZA) B LOCATION: TOP See Note Below) LLI o 188746.0 C TOTAL LOAD 116425.0 57500.0 173925.0 213787.3 z TOTAL AMPS 140.0 69.2 209.2 257.1 UJ o DISTRIBUTION SECTION(CENTER) I Z Q =N CONN. FEEDER/BRA NCH CIRCUIT BKR CKT BUS CRT BKR FEEDER/BRANCH CIRCUIT CONN. CONN. FEEDER/BRA NCHCIRCUIT BKR CKT BUS CKT BKR FEEDERIBRANCH CIRCUIT CONN. Q Q N 3 5 LOAD(VA) DESCRIPTION AMPIP NO (PHASE) NO AMPIP DESCRIPTION E LOAD(VA LOAD(VA) DESCRIPTION AMP/P NO HAS NO AMP/P DESCRIPTION E LOAD(VA) U r 1 0.0 SPARE E 100/3 1 A 2 BOl3 HUMIDIFIER-AHU-1.G.04 wT 16666.] '�nn rVrnn 00 B 166667 MAIN LUGS v/ UJ (A 00 C 166667 Q 0.0 SPARE 225/3 3 A 4 SPACE FORFUTURE USE(MINIMUM 225/3 BREAKER) 0.0 10623.2 HRU-I-ROOFTOP 8013 1 A 2 40013 PANELXE 71168.0 U U M Q 0.0 B 0.0 10623.2 3 B 4 71318.0 0.0 C 0.0 10623.2 5 C 6 71706.0 0.0 SPARE 250/3 5 A 6 2500 BOILER#5 52:66.7 4212,3 VACUUM PUMP VP-I-MECH ROOM 45/3 7 A 8 0.0 00 B 52666.7 42123 9 B 10 30/3 SPARE 0.0 00 1 1 C 1 1 52666.7 42123 1 11 C 12 0.0 0.0 SPARE 30013 7 A 8 400/3 PANEL Y4A 107535.5 191667 CTSCAN (2) 12513 13 A 14 00 0.0 B (VIA ATS-YA) 108058.5 191667 15 B 16 250G PANEL He 18230 0.0 C 104451.5 19166.7 1 17 C 18 1 1823.0 0.0 SECTION 2 MAIN BREAKER GFI BOOB A 42705.4 PANEL ZA2-BASEMENT MECHANICAL ROOM 300/3 19 A 20 1823.0 yN. v XAS 116j,. 42705.4 21 B 22 175/3 CHILLERCH-1.G.03 38509.3 ,YVF CMG 0.0 B 427054 23 C 24 38509 0.0 C 00 SPARE 20/1 1 25 1 A 1 26 1 1385093 0.0 SPARE 2011 27 B 28 20/1 SPARE 0.0 DISTRIBUTION SECTION(RIGHT) 0.0 SPARE 2011 29 C 30 20/1 SPARE 0.0 S]g 1r CONN. FEEDER/BRANCHCIRCUIT BKR CKT BUS CRT BKR FEEDER/BRANCHCIRCUIT CONN. 0.0 SPARE 20/1 31 A 32 20/1 SPARE 0.0 LOAD(VA) DESCRIPTION 'E AMP/P NO (PHASE) NO AMP/P DESCRIPTION wTE LOAD(VA) 0.0 SPARE 2011 33 B 34 20/1 SPARE 0.0 o��s'SONALGti 6333.3 LOBBYHVAC 50/3 1 A 2 SPACE FOR FUTURE USE(MINIMUM 125/3 BREAKER) 0.0 0.0 SPARE 2011 35 C 36 20/1 SPARE 0.0 83333 B 0.0 0.0 SPARE 2011 37 A 38 2011 SPARE 0.0 6 83333 C 0.0 00 SPARE 2011 39 B 40 2011 SPARE 00 87168 PANELHD 100/3 3 A 4 70/3 PANELX 6810.0 OD SPARE 2011 41 C 42 2011 SPARE 00 81768 B (VIA ATS-XA) 7035.0 7438.8 C 3400.0 NOTES: INVESTIGATION BY: DRAWN BY: 19160.0 PANEL12NA 175,G 5 A 6 225/3 MRI 10000.0 (1) ATS ZA PEAK VA LOAD AS RECORDED BYTHE OWNER USINGA 30 DAYDEMAND METER,FROM DECEMBER 3,2024 THROUGH JANUARY 17,2025. BD BD 19580.0 (VIA XFMR Ni) B 10000.0 METER RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kW LOAD OF 116425 kVA OCCURRED ON DECEMBER 12,2024. 18260.0 C 10000.0 DATE: APPROVED BY: 0.0 SPARE 400/3 7 A 8 400/3 PANEL M(BOILER#4) 52:66.7 (2) MODIFIED EXISTING CIRCUIT ON EXISTING CIRCUIT BREAKER. bu 00 (TOROOM 014) B 526667 (3) ALLOTHERCIRCUITS ARE EXISTING TO REMAIN. 00 C 526667 2/7/25 BD '^ =E 0.0 SECTION 3 MAIN BREAKER OF 800/3 A tl SCALE: FILE NAME: 0.0 1 B As Noted E6.3 ks 0.0 1c PROJECT No: 2396 $p NOTES: (1) PEAK VA LOAD AS RECORDED BY THE OWNER USING A 30 DAY DEMAND METER,FROM MAY27,2020 THROUGH AUGUST 4,2020. SHEET TITLE: 3W METER RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kVA LOAD OF 402443 kVA OCCURRED ON JUNE 23,2020. k Electrical - Panel Schedules 7 a sHee-HJI UE- �€ 2 E6.3 g e z ENVIRONMENTAL CONDITIONS EQUIPMENT LEGEND ARCHITECTURAL NOTES O NOTE:THE UPS IS SUPPLIED AND DELIVERED TO THIS SET OF FINAL DRAWINGS IS REFLECTIVE OF THE LATEST SALES CONFIGURATION. AIR TEMPERATURE MINIMUM 64.4'F TO 86'F MAXIMUM NO DESCRIPTION SMS WEIGHT BTU/HR DIMENSIONS (INCHES) REMARKS 1)ALL PRELIMINARY EQUIPMENT LAYOUTS SUBMITTED BY SIEMENS CUSTOMER'S LOADING DOCK BY S, EMENS. ANY CHANGES TO THIS SALES CONFIGURATION MAY REQUIRE A REVISION TO THIS SYM LBS TO AIR W D H HEALTHCARE ARE BASED ON THE RECOMMENDED SPACE NECESSARY FOR CUSTOMER'S ELECTRICIAN IS RESPONSIBLE FOR PROJECT PLAN. IF REQUESTED, SIEMENS WILL PRODUCE A REVISED SET OF FINAL RELATIVE HUMIDITY 20% TO 75% ( ) THE OPERATION AND SERVICEABILITY OF THE EQUIPMENT BEING MOVING FROM LOADING DOCK TO FINAL LOCATION DRAWINGS TO REFLECT THE CHANGES, HOWEVER SIEMENS IS NOT RESPONSIBLE FOR 1 23"FLAT SCREEN WITH DUAL MONITORS,KEYBOARD AND 20 --- 22 1/2 9 1/4 19 3/8 PROPOSED. SIEMENS WILL NOT SUBMIT AN EQUIPMENT LAYOUT THAT IS r AND COMPLETING ALL CONNECTIONS. SIEMENS ANY CONSTRUCTION COSTS ASSOCIATED WITH THE CHANGES THAT OCCUR FROM THIS MAXIMUM 30 G/M3 CONTROL DEVICE NOT IN THE BEST INTEREST OF BOTH THE CUSTOMER AND SIEMENS. PLAN MODIFICATION. ABSOLUTE HUMIDITY ALL EQUIPMENT LAYOUTS ARE BASED EITHER ON AN ACTUAL SITE PROJECT MANAGER WILL SCHEDULE UPS STARTUP (NO CONDENSATION AT ANY TIME) 2 SOMATOM GO.TOP GANTRY © 2,855 24,226 87 1/8 32 3/4 73 1/8 SURVEY OR ARCHITECTURAL DRAWINGS SUPPLIED TO SIEMENS. SIEMENS 1 PRIOR TO DELIVERY OF SIEMENS IMAGING EQUIPMENT. WILL NOT BE RESPONSIBLE FOR ANY ALTERATIONS THAT ENCROACH I THE UPS IS SUPPLIED BY SIEMENS.THE UPS WILL TEMPERATURE GRADIENT MAXIMUM 6 KELVIN PER HOUR 3 PATIENT TABLE-VARIO 2 ® 780 1,024 99 13/16 27 3/8 21 13/16 307kg,MAX.HEIGHT 38" WITHIN DESIGNATED SAFETY AND SERVICE CLEARANCE ZONES AS V NEED TO BE LOCATED OUTSIDE THE SCANNER ROOM. INDICATED ON DRAWINGS I.E.. PIPE CHASES,VENTILATION DUCTS, BAROMETRIC PRESSURE 11.6 TO 15.4 PSI 4 WIRELESS ACCESS POINT ® 2.5 --- --- --- --- HEIGHT OFF FF: > 6'-6 16'-0 1 2" 3 4" CASEWORK,AND SOFFITS, ETC.) MADE BY THE CUSTOMER OR REQUIRED / BY CUSTOMER'S ARCHITECTURAL FIRM ONCE PRELIMINARY DRAWINGS J INSTALLATION ALTITUDE MAXIMUM 6562 FT. A.S.L 5 CARE VISION SINGLE MONITOR F1 95 --- --- --- --- CEILING MOUNTED HAVE BEEN SUBMITTED AND APPROVED. DO NOT ALTER ANY C-11" 6 EATON 93PM UPS WITH BATTERY-100kW&MAINTENANCE ® 4,470 11,402 64 1/4 44 1/4 74 SEE MFG REQUIREMENTS SPECIFICATIONS AND/OR DIMENSIONS WITHOUT CONTACTING AND EXTERIOR AIR VENTS SHOULD BE EQUIPPED WITH A FILTRATION BYPASS RECEIVING WRITTEN CONFIRMATION FROM SIEMENS PROJECT MANAGER. SAFETY SYSTEM OF THE FILTER CLASS MERV 8 TO FILTER DUST 2) SIEMENS HEALTHCARE IS NOT AN ARCHITECTURAL OR ENGINEERING SERVICE FIRM. DRAWINGS SUPPLIED BY SIEMENS ARE NOT CONSTRUCTION 6 CLEARANCE CLEARANCE PARTICLES >10 Nm. DRAWINGS.THEREFORE,THESE DRAWINGS ARE TO BE USED ONLY FOR THE ROOM AIR SHOULD BE PROTECTED AGAINST CONTAMINATION INFORMATION TO COMPLEMENT ACTUAL CONSTRUCTION DRAWINGS CT 1334 BY HYDROGEN SULPHIDE, EVEN IN SMALL AMOUNTS. IF A AVAILABLE FROM A CUSTOMER APPOINTED ARCHITECTURAL DANGER OF SUCH CONTAMINATION EXISTS, CORRECTIVE ACTIONS REPRESENTATIVE OR A CUSTOMER'S ENGINEERING DESIGN GROUP.THE HAVE TO BE TAKEN. E.G., EXTRACTOR FANS, SIPHON, CUSTOMER'S ARCHITECT AND GENERAL CONTRACTOR SHALL BE SERVICE C-��` STABLE MODIFICATION OF VENTILATION INTAKE, ETC. TRANSPORT AND DELIVERY NOTES ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODES L CLEARANCE N MOVEMENT AND PROFESSIONAL DESIGN REQUIREMENTS INCLUDING OSHA/NEC NO SUNSHINE DIRECTLY ON GANTRY, INSULATION HAS TO BE TOTAL GANTRY TRANSPORT WEIGHT: 3,272 LBS. SAFETY CLEARANCE REQUIREMENTS IN ADDITION TO SIEMENS-REQUIRED GANTRY `� �- APPLIED TO WINDOW (EX. CURTAIN) SAFETY/SERVICE CLEARANCES SHOWN. TILT GANTRY WITHOUT TRANSPORT DEVICE: 2,855 LBS. 3)THE CUSTOMER IS RESPONSIBLE FOR ALL ROOM AND AREA CASEWORK 1 \ TRANSPORT DEVICE: 417 LBS. PREPARATION COSTS, PROFESSIONAL FEES, PERMITS, REPORTS,AND SHOWN FOR �� ,`� INSPECTION FEES. 7 auRaosEs \ NORMAL TRANSPORT REQUIREMENTS: NARROW SPACE TRANSPORT REQUIREMENTS: 4) EQUIPMENT WARRANTIES, EXPRESSED OR IMPLIED ON THE PART OF L ONLY ` SIEMENS SHALL BE CONTINGENT UPON STRICT COMPLIANCE WITH THE `� _ DURING THE MOVEMENT OF THE GANTRY THROUGH CORRIDORS WHEN TRANSPORTING THE GANTRY THROUGH A NARROW SPACE OR ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL AND _ _ PLANNING REQUIREMENTS THE TRANSPORT CASTERS ARE SWIVELED OUT FOR STABILITY AS DOORWAY THE TRANSPORT CASTERS ARE SWIVELED IN AS SHOWN RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THESE DRAWINGS, O 2 - _ SHOWN BELOW. THE MAXIMUM WIDTH IS 6'-1 3/4" AND THE BELOW. THE MAXIMUM WIDTH IS 3'-5"AND THE MAXIMUM LENGTH UNLESS SPECIFIED OTHERWISE. MAXIMUM LENGTH IS 9'-0 1/4" WHEN CASTERS ARE SWIVELED IS 11'-3 3/4". 5)ALL DIMENSIONS SHOWN ARE FROM FINISHED SURFACES UNLESS { EMERGENCY POWER OFF(EPO) BUTTONS ARE REQUIRED IN CONTROL / SPECIFIED OTHERWISE. �GANTR AREA AND AT LEAST ONE LOCATION IN EXAMINATION OR SCAN ROOM. OUT. 6)THIS DRAWING DOESNOT PROVIDE RADIATION SHIELDING ORIENTATION "( REQUIREMENTS FOR X-RAY AND ASSOCIATED EQUIPMENT.THE CUSTOMER POINT �' IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION 5 DOOR(SAFETY) SWITCHES ARE REQUIRED ON ALL DOORS ACCESSING PHYSICIST.ACTUAL PROTECTION REQUIREMENTS SHALL BE SPECIFIED BY THE EXAMINATION ROOM IN ACCORDANCE WITH LOCAL CODES. A REGISTERED RADIATION PHYSICIST AT CUSTOMER'S ENGAGEMENT AND TILT EXPENSE. RESPONSIBILITY FOR ALL INFORMATION AS TO THE ROOM (�( \ LOCATION, USE,AND NUMBER OF ANTICIPATED EXAMINATIONS TO BE 3 PERFORMED PER TIME PERIOD SHALL BE PROVIDED TO THE PHYSICIST B \ BY THE CUSTOMER. THE CUSTOMER SHALL FURTHER TAKE ALL RESPONSIBILITY IN THE COMMUNICATION AND COORDINATION OF ACTIVITIES OF THE RADIATION PHYSICIST AND THE ARCHITECTURAL a SERVICE 0 _0 0 0 REPRESENTATIVE. 0 CLEARANCE = j j 7) SIEMENS HEALTHCARE SHALL BE RESPONSIBLE FOR SIEMENS I CONTROL \ RADIATION SCATTER n L\ M EQUIPMENT INSTALLATION, CALIBRATION, CONNECTION AND INSTALLATION ROOM z ��/ z _z \�\ % z OF SIEMENS PROVIDED CABLES.THE CUSTOMER/ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TERMINATIONS OF CUSTOMER/ELECTRICAL - TABLE INCHES - CONTRACTOR-SUPPLIED CABLES TO SIEMENS EQUIPMENT. IN THE EVENT 4 MOVEMENT 78,7 .027.042 .048 .051 .OAS .041 .023 THAT SPECIFIC TRADE RULES OR LICENSE REQUIREMENTS PROHIBIT THIS, THE CUSTOMER SHALL INITIATE THE SERVICES OF APPROVED OTHER CONTRACTORS AND PAY FOR SELECTED,APPROVED PARTIES TO PERFORM 59.1 .012.061 .077 .092 .080 .062 .008 A THIS WORK WITH SUPERVISION PROVIDED BY SIEMENS. CALIBRATION SAFETY 9-0 1/4" 11`3 3/4"' WHEN ACCOMPLISHED OUTSIDE OF NORMAL INSTALLATION SEQUENCES CLEARANCE LOCATED AT LEAST DUE TO CONTRACTOR OR TRADE RULE ACTIONS OR REQUIREMENTS T-0 3/16" 39.4 .003 .017 .160 .213 .164 .020 .002 a SHALL BE SUPPORTED BY, CHARGED T0,AND ACCEPTED BY THE 8RI2N FROM 6 ,�31 .5�5 CUSTOMER AS AN ADDITIONAL INSTALLATION EXPENSE. STRETCHER SIZE (6'-5"X 2'-7")SHOWN ORIENTATION POINT 8)THE CUSTOMER SHALL COORDINATE WITH SIEMENS PROJECT MANAGER 0 IS FOR REFERENCE ONLY.VERIFICATION AND IN FRONT OF HEIGHT OF WINDOW TO BE NO COORDINATION BY CUSTOMER IS THE GANTRY 19.7 .002 .001 THE LOCATIONS AND TRAVEL OF ALL ANCILLARY EQUIPMENT TO BE COORDINATED WITH REQUIRED TO ENSURE PROPER CEILING OR WALL MOUNTED (I.E.: O.R. LIGHTS, MEDICAL GAS COLUMNS, COUNTERTOP/DESK HEIGHT. TRANSPORT AND WORKFLOW ACCESS. 0 .004 .002 PHYSIOLOGICAL MONITORING INJECTORS, CRT PLATFORMS, SPRINKLER HEADS,SMOKE DETECTORS, ELECTRICAL OUTLETS, HVAC GRILLES, SPEAKERS,AND GENERAL ROOM LIGHTING, ETC.). -19.7 .010.051 .453 840 1391 .052 .011 9)THE GENERAL CONTRACTOR/CUSTOMER SHALL BE RESPONSIBLE FOR ALL FINAL PAINT,TOUCH-UP AND ANY COSMETIC OR TRIM WORK WHICH NEEDS TO BE OR IS REQUIRED TO BE COMPLETED AFTER THE -39.4 .051 .104 .164 215 .161 .101 .050 INSTALLATION OF THE SIEMENS EQUIPMENT AND ANY ASSOCIATED ARCHITECTURAL EQUIPMENT PLAN 10) CUTAPPARATNS. 0) CUSTOMER/CONTRACTOR MUST ASSIST SIEMENS INSTALLERS WITH -59.1 .046 .063 .079 o91 .078 .061 .045 INSTALLATION OF EQUIPMENT ABOVE 14'-0". REFER TO THE ELECTRICAL SCALE: 1/4" = 1'-0" NOTES ON SIEMENS SHEET E-101 FOR MORE DETAILS. -78.7 .034 .040.046 L 050 .046 .039 .032 RADIATION SCATTER -9s.4 D24 .D27 .D3D �029 .026 .023 INCHES RADIATION GO.TOP & GO.ALL Project ors,windows) o Completed Before Equipment Delivery Reference Sheet CASEWORK & ACCESSORY NOTES-11a1 .o1a .019 .ozo .021 .021 .019 .ov Lead shielding walls,doors,windows complete A-101/A-102 59.1 030 .013 .003 .006 .023 .010.046 .048 .034 .025 .019 .015 VERTICAL LOCAL DOSE DISTRIBUTION l❑ g( ) P 1) ALL CASEWORK Is EITHER EXISTING OR Is TO BE DESIGNED, MEASUREMENT IN uGy/1 UrAS SCALE 1/4"=1'-O" -137.8 .014 .015 .015 .015 .015 .014 .013 Climate control functioning 24 hours a day,7 days a week A-101 DETAILED, FURNISHED AND INSTALLED BY THE CUSTOMER AND/OR 39.4 045 .070 .025 .003 .046 .052.106 .065 .042 .029 .020 .015 Deliwry path aerified A-101 CONTRACTOR. FOLLOW DESIGN RECOMMENDATIONS INCLUDED HEREWITH, W THE MEASUREMENT WAS TAKEN AT THE MAXIMUM SLICE -59.1-39.4-19.7 0 19.7 39.4 59.1 INCHES AS THEY ARE ESSENTIAL FOR THE SUCCESSFUL INSTALLATION & Casework complete in exam and control rooms A-101 OPERATION OF THE SIEMENS EQUIPMENT. THICKNESS OF 64 x 0.6 I'm LARGE AT 140 kV IN THE Floor levelness verified and within specifications 5-101/S-501 19.7 052 .091 .186 .418.165 .081 .048 .030 .021 .015 2) THE SOUND SYSTEM AND INTERCOM BETWEEN THE EXAMINATION VERTICAL PLANE THROUGH THE SYSTEM AXIS. THE P C PHANTOM USED WAS A CYLINDRICAL PMMA PHANTOM WITH SOMATOM GO.TOP & GO.ALL AND CONTROL ROOMS ARE TO BE LOCATED, FURNISHED AND INSTALLED L O 051 .092 .213 S2 .021 .015 A DIAMETER OF 32 CM AND 15 CM IN LENGTH. THE MEASUREMENT IN uGy/1 mAs SCALE 1/4"=l'-O" Floor thickness verified and within specifications S-101/S-501 BY THE CUSTOMER/CONTRACTOR. All conduits,troll hS,and core drills are outside of the No Core Drill areas E-102/E-501 3) ALL FURNITURE (CHAIRS, ETC.) FOR THE CONTROL ROOM ARE TO PHANTOM WAS CENTERED IN THE TOMOGRAPHIC PLANE. 0 g BE PROVIDED BY THE CUSTOMER. THE MEASUREMENT WAS TAKEN AT THE MAXIMUM SLICE CareNSlon anchor late installed ifa applicable) S-102 -19.7 O50 .083 .156 .348 .002 .002 .002 .002 THICKNESS OF 64 x 0.6 mm LARGE AT 140 kV IN THE 0 P ( PP ) HORIZONTAL PLANE THROUGH THE SYSTEM AXIS. THE PHANTOM 0 Overhead injector support structure and plate installed(if applicable) S-102 USED WAS A CYLINDRICAL PMMA PHANTOM WITH A DIAMETER Ceiling height wrfied check min.height with options) S-102 -39.4 .3 OF 32 CM AND 15 CM IN LENGTH. THE PHANTOM WAS O g g ( g P ) / CENTERED IN THE TOMOGRAPHIC PLANE. 0 Cables runs checked to ensure maximum length is not exceeded E-101 STATE AGENCY REVIEW U -78.7-59.1-39.4-19.7 0 19.7 39.4 59.1 78.7 98.4 118.1 137.8 0 Cables inlets installed at locations per plans E-101/E-102 INCHES 0 Main panel and breakers installed E-101/E-102 O PRIOR TO SIEMENS EQUIPMENT INSTALLATION, APPROVAL OF 0 Contractor supplied electrical cabling and pigtails installed E-101/E-102 CONSTRUCTION OR STRUCTURAL MODIFICATIONS UTILIZING X-RAY FOR Contractor SU Iled EPOs installed and functionin DIAGNOSTIC OR THERAPEUTIC PURPOSES, MUST BE OBTAINED BY THE O PP ' 9 E-102/E-501 CUSTOMER FROM THE APPROPRIATE STATE AGENCY, IF APPLICABLE. 0 Contractor supplied X-Ray warning light and wiring installed E-102/E-501 O 0 Outdoor chiller unit and service switch installed(water/air option)(if applicable) M-101 0 Indoor chiller unit installed(water/air option)(if applicable) M-101 0 Water lines flushed and pressure tested(for hard-piping only)(if applicable) M-101 0 Additional fittings/adapters ordered for hard piping(water/air option)(if applicable) M-101 0 Vertical distance between indoor and outdoor unit verified(water/air option)(if applicable) A-101 W 0 Extension cables installed for chiller if standard distance exceeded between indoor and outdoor units M-101 RESOURCE LIST (SMS USE ONLY) (water/air option)(if applicable) r 1 0 Facility water verified to meet equipment requirements(Facility supplied water option)(if applicable) M-101 DESIGNATION PG NUMBER DATE U 0 Room lighting complete and functioning A-101 SOMATOM Go C2-081.891.01.18.02 10.23 0 All rooms containing Siemens equipment are clean and dust free A-101 COMMON CT CT00-000.891.04.23.02 10.23 f 0 lNetwork addresses obtained for Siemens Remote SeNces(SRS) A-102/E-501 COMMON CT OPTIONS CTOO-000.891.03.56.02 —7 L City of Arlington GD-TDP Building Department REV 25 W APPROVED FINISHED ROOM HEIGHT TEL: (425) B77-6084MA"AGE-: YOUNG TEL: B4 SIEMENS VMAIL EXT: Kevin Olander-08/20/2025 FOR CT GANTRY ONLY MINIMUM 6'-10 11/16" EMAIL:JASON.K.YOUNGUSIEMENS-HEALTHINEERS.COM FOR CT GANTRY WITH INJECTOR ARM MINIMUM 7'-6 9/16" No changes authorized unless approved by CAREVISION MONITOR/CEILING MOUNT SEE DETAIL ON S-102 SHEET CASCADE VALLEY HOSPITAL the Building Official 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 RESULT PROSECUTION UNDER A- 101 W Q0 10/22/24 APPROVED BY CUSTOMER FOR FINALS FULL EXTENT OF THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. SYM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: ATTENTION AR AT THE TIME OF THEIR PREPARATION. SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR%-RAY AND ASSOCIATED 1 5 B. STAHL MODIFICATION,THFY E NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION SCALE: REF. #: DATE: -THIS SEr OF PLANS REPRESENTS A COMPLETE SET OF DEFAIIS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. -ISSUE BLOCK- A8 NOTED CPQ-1113605/4 10/22/24 z FLOOR SURFACE REQUIREMENTS STRUCTURAL NOTES O THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (10"') THE SAME PLANE. IT IS THE CUSTOMER'S RESPONSIBILITY TO 1)THE CUSTOMER/CONTRACTOR SHALL FURNISH AND INSTALL ALL INSTALLED BY SIEMENS. MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN STRUCTURAL SUPPORT MEMBERS AND NEEDED HARDWARE FOR THE AROUND THE BASE OF THE GANTRY THIS DETAIL.THE GANTRY AND PATIENT TABLE MUST BE INSTALLATION OF THE SIEMENS EQUIPMENT. AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR 2)THE OVERHEAD STRUCTURAL SUPPORT SYSTEM SHALL BE FIXED, TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT RIGID AND BRACED FOR SWAY. SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 3)ALL STRUCTURAL SUPPORT MEMBERS SHALL BE TRUE,SQUARE, -----T - NOTE: FOR THE WEIGHTS OF ALL SIEMENS EQUIPMENT SHOWN ON 6_�t•• 2'-7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST LEVEL,PARALLEL AND COPLANAR WITH RESPECT TO EACH OTHER,WITH f 1 I I THIS PLAN, SEE THE "EQUIPMENT LEGEND"ON SHEET A-101. BE REMOVED AND REPLACED WITH SHIMS OF THE A HORIZONTAL STRUCTURAL SUPPORT MEMBER TO BE LOCATED AND SET U ORIENTATION APPROPRIATE THICKNESS.ANTI-STATIC FLOORING IS WITH A TRANSIT. 2'-8 3/4" 2'-5 3/4" 4)ALL STRUCTURAL SUPPORT DETAILS SHOWN ARE SAMPLE DETAILS I I POINT RECOMMENDED IN THE EXAMINATION ROOM.THE GANTRY AND 1 BASED UPON TYPICAL AND STANDARD BUILDING PRACTICES AND ARE NOT PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY INTENDED AS ACTUAL CONSTRUCTION DETAILS.ALL CONSTRUCTION ^I F _ {- - - - LEVELING IS DONE WITH THE ADJUSTABLE FEET. DETAILS AND SUPPORT CALCULATIONS SHALL BE PREPARED BY A J PROFESSIONAL STRUCTURAL ENGINEER AT THE CUSTOMER'S EXPENSE. IN BOLTING REQUIREMENTS THE EVENT AN EXISTING SUPPORT SYSTEM IS TO BE USED,IT WILL BE - THE CUSTOMER'S RESPONSIBILITY TO VERIFY THE INTEGRITY OF THAT THE WEIGHT CAPACITY OF THE FLOOR MUST BE SYSTEM. EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE 5) MOUNTING PLATES,FRAMES,AND HARDWARE SUPPLIED BY SIEMENS GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL AS DEfALED IN THIS DRAWING SET ARE INSTALLED By SIEMENS UNLESS 2 OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: OTHERWISE REQUIRED.ANY DEVIATION FROM THE PROVIDED MATERIALS EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR OR MOUNTING METHODS MUST BE DESIGNED AND DOCUMENTED BY THE L ORIENTATION -� USING ANCHORS THROUGH THE ADJUSTABLE FEET. STRUCTURAL ENGINEER OF RECORD.ALTERNATE MOUNTING MATERIALS POINT MATERIALS FOR BOLTING MUST BE SUPPLIED ON-SITE. O.E.ANCHORS,THREADED ROD,BACKING PLATES,ETC.)MUST BE ,- 3 SUPPLIED BY THE CUSTOMER/CONTRACTOR.SIEMENS MAY REQUIRE _ THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE AS FROM THE CUSTOMER/CONTRACTOR WITH INSTALLATION WHEN _ _ FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE UTILIZING ALTERNATE MOUNTING MATERIALS. r —A; 6)ALL CEILING FIXTURES(LE.AIR SUPPLY GRILLES,AIR RETURN n I PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION GRILLES,EXHAUST GRILLES,SPRINKLER HEADS, INCANDESCENT AND 2 MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD FLUORESCENT LIGHT FIXTURES, INTERCOM SPEAKERS, MEDICAL GAS SMS CEILING MOUNTED EQUIPMENT. 7 ANCHORING. MIN. CONCRETE THICKNESS 5 1/2". DRILL COLUMNS,ETC.)SHALL BE INSTALLED FLUSH MOUNTED WITH THE L " \+ AND TOOLS TO BE AVAILABLE ON-SITE. THE MINIMUM FINISHED CEILING TO PROVIDE FREE AND UNRESTRICTED TRAVEL OF THE + EXTRACTION FORCE OF 944 POUNDS PER ATTACHMENT O 7)THE BOTTOM SIDE OF THE UNISTRUT CEILING GRID AND ANY CEILING 1 POINT IS REQUIRED. MOUNTED SUPPORT PLATES ARE TO BE INSTALLED FLUSH WITH THE 5-tot FINISHED CEILING.THE CUSTOMER/CONTRACTOR SHALL ALSO PROVIDE �J SIR COVERSTRIPS FOR THE UNISTRUT. THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE B)THE STRUCTURAL PLANNING AS SHOWN ON THE 1/4"STRUCTURAL 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO PUN HAS BEEN coo-DwnreO wlrH THE EQUIPMENT LOCATION As / BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: SHOWN ON THE 1/4"EQUIPMENT LAYOUT PUN. FOR THIS REASON,ANY U 1. HILTI INJECTABLE ADHESIVE ANCHOR: HIT-RE 500-V3 DEVIATIONS FROM THE STRUCTURAL PLANNING AS SHOWN MUST BE HARDENING TIME AT TEMP. FROM 68°-75° - 7 HOURS APPROVED BY SMS PLANNING DEPARTMENT. v1j CT 1334 5 3/4 2. HILTI INJECTABLE ADHESIVE ANCHOR: HIT-HY 200-A 9)THE STRUCTURAL ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR HARDENING TIME AT TEMP. FROM 70°-86° - 30 MIN. THE DESIGN AND DETAIL OF FLOOR,WALL,AND CEILING STRUCTURES IN CONTROL 3. HILTI INTERNALLY THREADED INSERT: HIS-N M10X110 ACCORDANCE WITH THE STRUCTURAL INFORMATION SHOWN,AND LOCAL GOVERNING BUILDING CODES. O ROOM (4) 5/8"0 HOLES THROUGH THE USE THIS SIZE WHEN REPLACING AN ANCHOR. 10)ALL ANCHORS,SUPPORTS AND BRACES FOR SECURING THE SIEMENS ADJUSTABLE FEET TO MOUNT THE MIN, CONCRETE THICKNESS: 6" EQUIPMENT ON THE UNDERSIDE OF THE CONCRETE SUB(WHETHER GANTRY TO THE FLOOR IF 4. HILTI INTERNALLY THREADED INSERT: HIS-N M8X90 SUPPLIED BY SIEMENS OR CONTRACTOR)SHALL BE SECURED IN A O REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. MANNER To PREVENT THEM FROM FALLING DURING A DE-INSTALLATION. ALL WORK FOR SECURING THESE MOUNTS SHALL BE BY THE MIN. CONCRETE THICKNESS: 4 3/4". CONTRACTOR. O(4) 1"m HOLES THROUGH FLOOR PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES. TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS I AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE FLOOR LOADING IrL (INCLUDES SAFETY-FACTOR 4). STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ STRUCTURAL FLOOR PLAN CONTRACTOR. DESCRIPTION O F STAT MAX STATIC FLOOR LOAD DUE TO GANTRY'S OWN WEIGHT SCALE: 1/4" = 1'-0° 1 GANTRY AND PATIENT TABLE MOUNTING DETAIL $QALE: AMPLITUDE DIFFERENCE BETWEEN MINIMUM AND MAXIMUM 1/2-1-0 F DYN FLOOR LOADING DURING GANTRY ROTATION TABLE OF PARAMETERS z GANTRY F STAT MAX AMPLITUDE SUPPORT DIAMETER MEASUREMENT (POUNDS) FOR F DYN SURFACE FLOOR AND BUILDING VIBRATIONS POINTS (POUNDS) +/- THE CT SYSTEM IS NOT SENSITIVE TO COMMON A 598 67 VIBRATIONS. IF THE CT IS AWAY FROM B 710 + 67 PERMISSABLE CONTINUOUS VIBRATIONS VIBRATIONAL SOURCES OR THE CT IS REPLACING 2 1/2 IN 2 1/8 IN 10.0 A CT SYSTEM, THAT TO DATE, HAS NOT SHOWN C 996 +/- 67 IMAGE QUALITY PROBLEMS DUE TO VIBRATIONS, OD 607 +/- 67 IT IS USUALLY NOT NECESSARY TO EXECUTE �J VIBRATIONAL MEASUREMENTS. IF THERE ARE ANY THE FLOOR STRUCTURE MUST WITHSTAND THE OCCUPIED WEIGHT L DOUBTS, THE FOLLOWING THRESHOLDS HAVE TO OF THE GANTRY AND THE INDIVIDUAL CONTACT LOADING AREA. BE VERIFIED BY MEASUREMENT: 1.00 DURING GANTRY INSTALLATION AND LEVELING, THE MAXIMUM IN THE THREE SPATIAL DIRECTIONS, w POSSIBLE LOAD ON ONE GANTRY FOOT IS 1745 POUNDS (WITH ACCELERATION IN VIBRATIONS AT THE MOUNTING POINTS OF THE GANTRY AND THE PATIENT TABLE THE GANTRY STANDING ON TWO DIAGONAL FEET). MUST NOT EXCEED THE THRESHOLDS AS A D DESCRIBED HERE. 0.10 THE THRESHOLD IS DEFINED AS ACCELERATION m j RMS VALUE (ROOT MEAN SQUARE) IN M/S' OF N a AN FFT SPECTRUM DERIVED WITH A FREQUENCY - - - - '^> RESOLUTION OF 1 Hz AND USING A 1 HANNING-WINDOW. THE VIBRATIONS HAVE TO BE J a MEASURED WITH A SAMPLING RATE OF 1000Hz 0.01 USING AN ANTI-AUASING-FILTER WITH A LIMIT g Q 1 10 100 FREQUENCY OF 250Hz. THE THRESHOLD IS /\ Hz VALID FOR VIBRATIONS AT THE INSTALLATION FREQUENCY ( ) U LOCATION WITH A CT IN POSITION. MEASUREMENTS MUST BE TAKEN PRIOR TO THE O TOTAL STATIC LOAD, RESULTING IN THE CENTER OF GRAVITY OF TRANSIENT VIBRATIONS (SHOCKS) INSTALLATION OF THE CT, THEREFORE CHANGES THE GANTRY: 2911 POUNDS, O IN THE EIGENFREQUENCY OF THE SLAB CAUSED ANY TRANSIENT VIBRATION HAS TO BE LESS THAN 0.5 M/S' BY THE ADDITIONAL MASS OF THE CT MUST BE PEAK-TO-PEAK IN THE TIME DOMAIN. THE VIBRATIONS HAVE TO BE CONSIDERED WHEN COMPARING THE FREQUENCY MEASURED WITH A SAMPLING RATE OF 1000Hz. SPECTRUM WITH THE THRESHOLD. City of Arlington O Building Department APPROVED W Kevin Olander-08/20/2025 f 1 No changes authorized unless approved by u the Building Official GD-TOP W REV 25 FINISHED ROOM HEIGHT TEL: ( MA"AGE-:425) 877-6084 YOUNG TEL: B4 VMAIL ENT: MIN FOR CT GANTRY ONLY IMUM 6'-10 11/16" SIEMENS JASON.K.YOUNGUSIEMENS-HEALTHINEERS.COM FOR CT GANTRY WITH INJECTOR ARM MINIMUM 7'-6 9/16" CAREVISION MONITOR/CEILING MOUNT SEE DETAIL ON S-102 SHEET CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT UTION OS NDER PREC 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 RESULT U W Q0 10/22/24 APPROVED BY CUSTOMER FOR FINALS S. 1 FULL E IN IN R EC THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. $YM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: 01 AT T E N T I O N AT THE TIME OF THEIR PREPARATION SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR SHIELDING ' AND A SO W ED 2 5 B. STAHL MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADWTION SCALE: REF. #: DATE: -THIS SEr OF PLANS REPRESENTS A COMPLETE SET OF DErAIIS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. —ISSUE BLOCK— AS NOTED CP0-1113605/4 10/22/24 z DROP UNFINISHED CONCRETE CEILING OR THE WEIGHT CAPACITY OF THE CEILING MUST BE O CEILING UNISTRUT. CUSTOMER/CONTRACTOR EVALUATED BY A STRUCTURAL ENGINEER. TO DRILL ALL HOLES. _ 1) THREE M16 THREADED HOLES FOR THE THREADED o N RODS IN THE CEILING PLATE. o a a INTERFACE PLATE Ir 2) THREE 11/16" THREADED HOLES FOR THE THREADED HORIZONTAL RODS IN THE INTERFACE PLATE. ARM FOR 3) FOUR 11/16" HOLES FOR MOUNTING TO UNFINISHED RADIATION THREADED RODS zx CEILING. PROTECTION N°' SHIELD i 4) CANOPY "SMALL" - 01'-2 3/16" _ x f a "BIG" - 01'-11 5/8" NOTE: FOR THE WEIGHTS OF ALL SIEMENS EouIPMENi s"owN ON 6 n " �,-� CEILING COLUMN, �,M "BIG" CANOPY IS MANDATORY FOR UNFINISHED CEILING THIS PLAN, SEE THE "EQUIPMENT LEGEND"ON SHEET A-101. f SUPPLIED AND N o INSTALLTION. INSTALLED BY SIEMENS. -< 5) STANDARD CEILING COLUMN CAN BE PARTIALLYZ. �I INSTALLED ABOVE THE DROP CEILING TO GAIN MORE CT 1334 UNFINISHED CEILING DISTANCE TO THE GANTRY TO ACCOMMODATE A LOWER INSTALLATION CEILING. SHORTENING OF THE CEILING COLUMN IS NOT UNFINISHED CONCRETE PERMITTED. LENGTH OF CEILING COLUMN IS 1'-11 5/8". CEILING OR UNISTRUT. 6) SPACER SLEEVES CONTAINING THREADED RODS TOP OF GANTRY z CUSTOMER/CONTRACTOR SUPPLIED BY SIEMENS AND INSTALLED BY THE .i N� HORIZONTAL TO DRILL ALL HOLES. CEILING PLATE CUSTOMER/CONTRACTOR. THREADED RODS ARE SUPPLIED WHEN ROTATED: ARM FOR IN 3'-3 3/8" LENGTHS AND MAY BE SHORTENED TO 6-8 MONITOR(S) ACCOMMODATE CEILING HEIGHT. MONITOR CEILING SYSTEM (MCS) 4 ANCHORS ARE INCLUDED IN THE DELIVERY VOLUME, Z WITH TWO HORIZONTAL ARMS L HILTI HST 3 M16 OR FISCHER FAZ II 16/25. EXTRACTION s-ios �l FORCE IS MIN. 1,349 LBS. AT EACH CEILING MOUNTING OORIENTATION POINT. POINT D 1,4" U ~o as M16 1) o DROP Q=� CEILING r ¢ i �v SYSTEM CABLES s CONTROL ROOM \ n ARM FOR �- - \ x m 11/i6"3) as m — INTERFACE PLATE �M b 176" MONITORS) INTERFACE/CEILING O N PLATE, 9/16" THICK, 'o SUPPLIED BY SIEMENS AND INSTALLED BY THE m: I 4) CUSTOMER/ CONTRACTOR. TOP OF GANTRY _ CEILING COLUMN, DROP WHEN ROTATED: SUPPLIED AND 5) Ir CEILING 6'-8" INSTALLED BY SIEMENS. INTERFACE CEILING PLATE MONITOR CEILING SYSTEM (MCS) + O WITH ONE HORIZONTAL ARM INTERMEDIATE CEILING INSTALLATION t CARE VISION MONITOR CEILING MOUNT DETAIL S°ALE: 7 NONE L STRUCTURAL CEILING PLAN SCALE: 1/4" = 1'—O" z W U City of Arlington O Building Department O APPROVED Kevin Olander- 08/20/2025 No changes authorized unless approved by the Building Official U z GG-T0P W REV 25 FINISHED ROOM HEIGHT TEL: (425) 877_6084MA"AGE-: YOUNG TEL: 84 VMAIL ENT: FOR CT GANTRY ONLY MINIMUM 6'-10 11/16" SIEMENS EMAIL:JASON.K.YOUNGUSIEMENS-HEALTHINEERS.COM FOR CT GANTRY WITH INJECTOR ARM MINIMUM 7'-6 9/16" CAREVISION MONITOR/CEILING MOUNT SEE DETAIL ON S-102 SHEET CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 S. RESULT IN PROSECUTION UNDER W QO 10/22/24 AppROVED BY CUSTOMER FOR FINALS FULL EXTENT OF THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. SYM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: ATTENTION AT THE TIME OF THEIR PREPARATION. SINCE BOTH THESE FACTORS ARE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR%-RAY AND ASSOCIATED 3 5 B. STAHL I 102 MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION SCALE: REF. #: DATE: -THIS SEr OF PLANS REPRESENTS A COMPLETE SET OF DETAILS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. —ISSUE BLOCK— AS NOTED CP0-1113605/4 10/22/24 z P ELECTRICAL LEGEND ELECTRICAL NOTES O ON-SITE LAN INCANDESCENT/FLUORESCENT/LED --------------T--------T- 2 9 CONNECTION "X-RAY ON" SYM SIZE DESCRIPTION REMARKS 1)COMPLIANCE: ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH THE WARNING ABOVE ROOM ENTRY DOOR NATIONAL ELECTRICAL CODE(NFPA-70),O.S.H.A. REGULATIONS,AS WELL AS LIGHT OUTSIDE SCAN ROOM SUPPLIED AND INSTALLED BY CUSTOMER/CONTRACTOR APPLICABLE REGULATIONS OF CITY,COUNTY,STATE AND FEDERAL AGENCIES. 7 Q 6"x 6" OPENING IN TOP OF FLUSH MOUNTED RACEWAY IN SHOWN LOCATION. GANTRY CABLE ACCESS PROVIDE MATERIALS AND EQUIPMENT THAT COMPLY WITH ANSI,IEEE AND NEMA STANDARDS AND ARE U.L.LISTED AND LABELED.THE I ® AS REQUIRED PULL BOX MOUNTED FLUSH WITH FINISHED WALL AT THE FLOOR LINE IN CONTROL AREA IN CUSTOMER'S/CONTRACTOR'S WORK AND ALL EQUIPMENT INSTALLED SHALL E - {_j I i SHOWN LOCATION PROVIDED WITH 3"0 OPENING IN FINISHED COVER. COMPLY WITH THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE /1 1 MP VD1 14 AWG --- EMERGENCY POWER OFF BUTTON. EXACT LOCATIONS TO BE DETERMINED BY SEE POWER SCHEDULE ADOPTED/ENFORCED BY THE AUTHORItt HAVING JURISDICTION. MAX ® CUSTOMER/CONTRACTOR 2) QUALITY ASSURANCE:THE CONTRACTOR SHALL VERIFY EXISTING - . CONDITIONS IN THE FIELD TO INSURE THAT THE NEW WORK WILL FIT INTO S FD1 W FI AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING. CARE VISION MONITOR THE EXISTING STRUCTURE AS SHOWN ON THE DRAWINGS.SHOULD ANYCONDITIONS EXIST OR BE DISCOVERED THAT PREVENT THE INSTALLATION OF CEILING MOUNT WORK AS SHOWN,THE CONTRACTOR SHALL NOTIFY THE OWNER'S aHOTi RELAY (1) ® --- MAIN PANEL WITH MAIN BREAKER. EXACT LOCATION DETERMINED BY CUSTOMER/CONTRACTOR. SEE POWER SCHEDULE. REPRESENTATIVE PRIOR TO FABRICATION OF EQUIPMENT,OR THE 1 F 24 VAC PERFORMANCE OF ANY WORK THAT MAY BE AFFECTED.DO NOT ALTER NORMALLY OPEN © AS REQUIRED PULL BOX MOUNTED FLUSH WITH FINISHED WALL AT 76"ABOVE FINISHED FLOOR IN SHOWN EATON UPS OR POWER DRAWINGS,DIMENSIONS,OR SPECIFICATIONS IN ANY WAY WITHOUT 8 LOCATION. CONDITIONER CONTACTING AND RECEIVING WRITTEN CONFIRMATION FROM SIEMENS PROJECT ® PULLBOX MOUNTED FLUSH WITH FINISHED WALL AT WIRELESS ACCESS POINT LOCATION AND 110 WIRELESS ACCESS POINT MANAGER.ALL DIMENSIONS ARE FROM FINISHED SURFACES.CONDUIT AND 8 x 8 x 4 PULL BOXES TO BE INSTALLED BY THE CUSTOMER/CONTRACTOR WITH ' NEUTRAL VOLT DUPLEX OUTLET. HEIGHT OFF FF: > 6'-6 3/4" LOCATIONS BEING FIELD VERIFIED BY THE SIEMENS PROJECT MANAGER. Fi' B 6 FT. NI 6"x 3-1/2" ELECTRICAL DUCT MOUNTED FLUSH WITH FINISHED FLOOR(TRENCH DUCT)AND PARALLEL WITH RACEWAY 3) POWER SUPPLY SOURCE:POWER SUPPLIES FOR SIEMENS HEALTHCARE DEDICATED POWER SOURCE, 3 \ PIGTAILS THE FLOOR SLAB IN SHOWN LOCATION. PROVIDED WITH WATERPROOF,REMOVABLE COVERS EQUIPMENT SHALL BE FROM A MEDICAL IMAGING PANEL OR BUILDING L SUPPLIED AND INSTALLED BY _ 15 FINISHED TO MATCH FLOORING. DUCT TO BE DIVIDED INTO TWO SECTIONS WITH METAL DIVIDERS. SERVICE EQUIPMENT THAT IS A GROUNDED 3 OR 4-WIRE WYE'SOURCE PER CUSTOMER/CONTRACTOR. SEE \ _ - LENGTH: 7'-11" THE SPECIFIC EQUIPMENT OPERATION REQUIREMENTS.A DEDICATED CIRCUIT " DSPOWER SCHEDULE". 16 SUPPLIED SHALL BE PROVIDED THAT IS KEPT ENTIRELY FREE AND INDEPENDENT OF /^ 24 VOLTS 161 6"x 3-1/2" ELECTRICAL DUCT RUN HORIZONTALLY ON THE WALL AT THE FLOOR LINE AND SURFACE RACEWAY ALL OTHER BUILDING WIRING.NO ELEVATORS,GENERATORS,PUMPS, HVAC OR UJI ORIEN TAT ION MOUNTED ON FINISHED WALL AS SHOWN FOR EXCESS CABLE STORAGE. LENGTH:4'-8" SIMILAR EQUIPMENT SHALL BE CONNECTED TO THE SAME CIRCUIT OR POINT (FOR DOOR MEDICAL IMAGING PANEL THAT SERVES THE SIEMENS HEALTHCARE EQUIPMENT. HD7 SWITCH V771 6"x 3-1/2" ELECTRICAL DUCT MOUNTED FLUSH WITH FINISHED WALL IN SHOWN LOCATION PROVIDED WITH RACEWAY IF THE POWER SUPPLY SOURCE DOES NOT MEET THE SPECIFIC SIEMENS '1 1) RELAY WITH A 24 VOLT,AC COIL(NOT TO ONLY) FINISHED, REMOVABLE COVERS.TO EXTEND FROM FLOOR LINE TO END ABOVE FINISHED CEILING. EQUIPMENT POWER REQUIREMENTS,THE CONTRACTOR SHALL PROVIDE THE 7 ' EXCEED 5 AMPS) SUPPLIED BY ELECTRICAL DUCT TO BE DIVIDED INTO TWO SECTIONS WITH METAL DIVIDERS. NECESSARY EQUIPMENT REQUIRED TO ESTABLISH THE POWER SUPPLY IN L CONTRACTOR.ALL ITEMS EXTERNAL TO THE (f 14 AWG I AS REQUIRED ACCORDANCE WITH THE REQUIRED POWER SUPPLY PARAMETERS OF THE 14 r� SIEMENS CABINET ARE TO BE SUPPLIED AND MAX. CONDUIT FROM POWER SOURCE TO "UPS"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE SIEMENS EQUIPMENT.THE CONTRACTOR SHALL COORDINATE THIS WORK WITH INSTALLED BY CONTRACTOR. 2 AS REQUIRED CONDUIT FROM "UPS"TO"MP"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE THE CUSTOMER AND/OR UTILITY COMPANY FIELD REPRESENTATIVE. - SIEMENS POWER 3 AS REQUIRED CONDUIT FROM "MP"TO"EPO"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE 4) WORK FURNISHED BY CUSTOMER/CONTRACTOR:WORK NOT PROVIDED BY °f IR DISTRIBUTION SIEMENS HEALTHCARE BUT SHOWN ON DRAWINGS TO BE FURNISHED AND O CT 1334 - BY CUSTOMER/CONTRACTOR SYSTEM (B) 4 AS REQUIRED CONDUIT FROM "EPO"TO "EPO"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE INSTALLED BY CUSTOME5/NOTEDAOT°HERWICLU ES,BUT I R NOT LIMITED T 12 v PC INSIDE THE GANTRY 5 AS REQUIRED CONDUIT FROM "EPO"TO 'VDi"(B)SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE DUCTS,WIRING TROUGHS,PULL BOXES.CONDUITS,CIRCUIT BREAKERS. 4 ACCESS PANELS,EMERGENCY OFF BUTTONS,DOOR SWITCHES,WARNING PO 6 AS REQUIRED CONDUIT FROM PPO"TO "UPS"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE LIGHTS,WIRING,WIRING DEVICES,CONNECTORS,LIGHTING EQUIPMENT AND CONTROL X-RAY WARNING LIGHTS AND AS REQUIRED CONDUIT FROM "MP"TO"VDi"(8). SEE POWER SCHEDULE GROUNDING. 5) RACEWAY AND CONDUIT NOTES:ALL CONDUITS SHALL BE INSTALLED IN ROOM PO A DOOR SWITCH SCHEMATIC 8 3"0 CONDUIT FROM 'VD1"(B)TO"COD". MAX.CONDUIT LENGTH COMPLIANCE WITH THE CURRENT ENFORCED EDITION OF THE NATIONAL 1 70'-0" ELECTRICAL CODE. E 101 DS AUXILIARY WIRING NONEE CONDUIT BODIES SHALL NOT BE USED.WHERE A CONDUIT ENTERS A 1 9 1"0 CONDUIT(IF NEEDED)FROM 'VDT"(B)TO ON-SITE AN MAX.CONDUIT LENGTH BOX, FITTING,OR OTHER ENCLOSURE,AN INSULATED THROAT CONNECTOR 70'-0" SHALL BE PROVIDED TO PROTECT THE WIRE FROM ABRASION.ALL 10 10 1"0 CONDUIT FROM 'VD1"(B)TO'WAP". MAX.CONDUIT LENGTH CONNECTORS FOR EMT SHALL BE COMPRESSION OR DOUBLE SET SCREW 54'-0" KEEP RACEWAYS AT LEAST 6 INCHES AWAY FROM PARALLEL RUNS OF 0 5 II AS REQUIRED CONDUIT FROM 'VD1"(B)TO"WARNING LIGHT",SIZED BY ELECTRICAL ENGINEER OF RECORD. FLUES OR STEAM AND HOT WATER PIPES. INSTALL RACEWAY RUNS ABOVE 13 WATER AND STEAM PIPES PROVIDED THAT CABLE RUN DISTANCES ARE 12 AS REQUIRED CONDUIT FROM 'WARNING LIGHT"TO "WARNING LIGHT",SIZED BY ELECTRICAL ENGINEER OF MAINTAINED.USE TEMPORARY CLOSURES TO PREVENT FOREIGN MATTER FROM 11 SYMBOLS RECORD. ENTERING RACEWAY. CONDUIT RUNS ARE SHOWN SCHEMATICALLY. INSTALL CONDUIT WITH A 6- ALL MAY NOT APPLY 13 AS REQUIRED CONDUIT FROM 'VDi"(B)TO"DS",SIZED BY ELECTRICAL ENGINEER OF RECORD. MINIMUM OF BENDS IN THE SHORTEST PRACTICAL DISTANCE CONSIDERING -.. THE BUILDING CONSTRUCTION AND OBSTRUCTIONS, EXCEPT AS OTHERWISE ® MAIN PANEL OR ENCLOSURE BY CUSTOMER/CONTRACTOR 14 AS REQUIRED CONDUIT FROM 'T)S"TO"DS",SIZED BY ELECTRICAL ENGINEER OF RECORD. INDICATED.THE CONTRACTOR SHALL MAKE CERTAIN THAT ANY IS 2-1/2"0 CONDUIT FROM 'VD1"(B)TO"F1". MAX. CONDUIT LENGTH CONDUIT/RACEWAY RUNS CONTAINING SIEMENS HEALTHCARE CABLES DO NOT OPENING IN RACEWAY OR TRENCHDUCT EXCEED THE SPECIFIED MAXIMUM DISTANCES AS SHOWN ON THE ELECTRICAL CABLE SET USED PER QUOTE/ORDER: 50'-0" DETAILS.LISTED CONDUIT SIZES FOR SIEMENS-SUPPLIED CABLES MUST BE I 0 PULLBOX IN (FLOOR/WALL/CEILING) 16 2-1/2"0 CONDUIT FROM 'YD1"(B)TO"F7". MAX.CONDUIT LENGTH CONNECTORS TO BE PULLED THROUGH WITHOUT DAMAGE. MAINTAINED IN ORDER TO ENABLE THE TOTAL CABLE BUNDLE INCLUDING IrL SYSTEM CABLING 30M 86'-0" DOOR SWITCHES ARE ❑ OPENING IN ACCESS FLOORING PROVIDE ENCLOSED METAL WIRE DUCT RACEWAY SYSTEM WHERE SHOWN REFER TO THE SIEMENS SUPPLIED CABLE ON DRAWINGS WITH DIVIDERS TO SEPARATE THE DUCT INTO TWO OR THREE 0 OPTIONAL(PER LOCALI LEGEND FOR THE ACTUAL LENGTH OF EACH WARNING LIGHT(X-RAY ON) SEPARATE COMPARTMENTS AS SHOWN ON THE SIEMENS PLANS(FOR POWER CODE REQUIREMENTS). CABLE CONNECTION. AND SIEMENS HEALTHCARE CABLING). DIVIDERS AND CROSSOVER PIECES TO DS DOOR SAFETY SWITCH BE PROVIDED AS NECESSARY.THE CABLE TO CABLE AS WELL AS THE (EPO) EMERGENCY POWER OFF BUTTON CIRCUIT TO CIRCUIT SEPARATION REQUIREMENT WAS EVALUATED DURING THE ILI UL SYSTEM CERTIFICATION OF THE EQUIPMENT.ADDITIONAL SEPARATION OF THE SYSTEM CABLE ASSEMBLIES INTO SEPARATE OR PARTITIONED RACEWAYS, ® TRENCHDUCT UNLESS OTHERWISE NOTED,IS NOT NECESSARY TO INSURE SEPARATION OF ELECTRICAL RACEWAY PLAN =___= CEILING DUCT CONTRACTOR SUPPLIED CABLES CIRCUITS. PROVIDE WIRE DUCT/RACEWAY WITH ACCESSIBLE REMOVABLE COVERS. UNDER FLOOR DUCT LOCATIONS OF BUILDING MATERIAL OPENINGS(I.E.ACCESS PANELS)TO BE SCALE 1/4" = 1 -� CUT IN FIELD ARE TO BE COORDINATED WITH THE DRAWING REQUIRMENTS 0 SURFACE DUCT FROM VIA TO DESCRIPTION REMARKS AND BUILDING STRCTURE.THOSE THAT ARE NOT INDICATED OR INTERFER WITH BUILDING ELEMENTS SHALL BE COORDINATED WITH SIEMENS PROJECT ® VERTICAL DUCT POWER 1 UPS SEE EATON POWERWARE PLANNING GUIDE. SEE POWER SCHEDULE MANAGER. ELECTRICAL PULL BOXES AND RACEWAY COVERS SHALL BE SOURCE INSTALLED IN A MANNER TO ALLOW ACCESSIBILITY FOR INSTALLATION AND ' ETHERNET CONNECTION TO CUSTOMER'S INFORMATION MAINTENANCE.CONTRACTORS MUST PROVIDE PULL STRINGS FOR ALL CONDUIT SYSTEMS NETWORK(VERIFY WITH EMS PROJECT MANAGER). UPS 2 MP SEE EATON POWERWARE PLANNING GUIDE. SEE POWER SCHEDULE AND WIRE DUCT/RACEWAY.IN-FLOOR TRENCH DUCT AND FLUSH FLOOR 6-11" MP 3 EPO DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE BOXES SHALL BE PROVIDED WITH FULLY GASKETED REMOVABLE COVERS. 110 VOLT, 20 AMP, HOSPITAL GRADE DUPLEX OUTLET WHEN JUNCTION BOXES AND WIRE DUCT/RACEWAY ARE MOUNTED UNLESS OTHERWISE STATED. EPO 4 EPO DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE HIGHER THAN 14 FEET ABOVE FINISHED FLOOR,THE ELECTRICAL CONTRACTOR 2-7 EPO 5,VD1,FD1 B DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE SHALL PROVIDE TWO ELECTRICIANS TO HELP THE SIEMENS INSTALLERS PULL / 110 VOLT, 20 AMP, HOSPITAL GRADE QUAD OUTLET SIEMENS SUPPLIED CABLES AT CUSTOMER'S EXPENSE. WHEN JUNCTION L 1--------------T--------- 9 1/2" EPO 6 UPS DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE BOXES AND WIRE DUCT/RACEWAY ARE MOUNTED ABOVE A HARD CEILING(I.E. MP 7,VDI,FDI B 3 PHASE CONDUCTORS, 1 NEUTRAL AND 1 GROUND. SIZED BY ELECTRICAL SEE POWER SCHEDULE SHEET ROCK),A 24"x 24"ACCESS PANEL IS REQUIRED AT EACH JUNCTION ENGINEER OF RECORD. BOX AND WITHIN 2 FEET OF EACH RACEWAY TRANSITION(SUCH AS A 90 SPECIAL PURPOSE RECEPTACLE DEGREE ELBOW OR TEE)IN DUCT/RACEWAY.THERE MUST BE FREE AND III L6-30R W B FD1,VD1,1I WARNING DETERMINED BY ELECTRICAL ENGINEER OF RECORD. CLEAR ACCESS TO JUNCTION BOXES AND WIRE DUCT/RACEWAY.WHEN Li LIGHT ACCESS PANELS ARE LOCATED MORE THAN 3 FEET FROM JUNCTION BOXES WARNING 12 WARNING DETERMINED BY ELECTRICAL ENGINEER OF RECORD. AND WIRE DUCT/RACEWAY THE ELECTRICAL CONTRACTOR SHALL PROVIDE TWO VD LIGHT LIGHT ELECTRICIANS TO HELP SIEMENS INSTALLERS PULL SIEMENS SUPPLIED C B FD1,VD1,13 IDS DETERMINED BY ELECTRICAL ENGINEER OF RECORD. CABLES AT CUSTOMER'S EXPENSE. L) FDi 6) WIRING:ALL WIRING INSTALLED SHALL BE 600 VOLT CLASS,STRANDED POWER REQUIREMENTS DS 14 DS DETERMINED BY ELECTRICAL ENGINEER OF RECORD. TYPE THHN/THWN-2,SINGLE CONDUCTOR ANNEALED COPPER FOR A MAXIMUM OPERATING TEMPERATURE OF 90-C(194'F),SIZED AS INDICATED, INSTALLED IN METAL RACEWAYS.THE CUSTOMER/CONTRACTOR SHALL LEAVE A SYSTEM SUPPLY POWER SUPPLY MAIN MINIMUM 10 FEET OF WIRE TAILS AT ALL OUTLET POINTS WITH WIRE VOLTAGE CONSUMPTION IMPEDANCE CIRCUIT IDENTIFICATION TAGGED AT BOTH ENDS FOR FINAL CONNECTION BY THE 1 (VOLTS) (kVA) (mil) BREAKER CUSTOMER/ELECTRICAL CONTRACTOR. 7)SHORT CIRCUIT REQUIREMENTS:ALL CIRCUIT BREAKERS SUPPLIED FOR -. B (AMPS) THE SIEMENS EQUIPMENT REQUIREMENTS SHALL BE RATED HIGHER THAN THE U -'T SHORT CIRCUIT AVAILABLE AT THE TERMINALS OF THE ELECTRICAL EQUIPMENT 30 SEE AS DETERMINED BY THE ENGINEER OF RECORD, BUT NOT LESS THAN GANTRY WITH PATIENT TABLE 4S0/277Y BELOW 5 300 125 35,000A EMS SYMMETRICAL AT 480V,3-PHASE,60 HERTZ.THE CONTRACTOR _ SIEMENS SUPPLIED CABLES SHALL OBTAIN THE CORRECT SHORT CIRCUIT CURRENT RATING OF ALL THE O t1 �I NEW EQUIPMENT FOR INSTALLATION FROM THE ENGINEER OF RECORD. F1 POWER CONSUMPTION OF GANTRY WITH PATIENT TABLE ORIENTATION OPERATING FOR 4 SEC. S 115 kVA POINT OPERATING FOR 10 SEC. 5 100 kVA FROM VIA TO DESCRIPTION REMARKS O D OPERATING FOR 30 SEC. 5 75 kVA OPERATING FOR 50 SEC. S 63 kVA B FD1,VDL8 COD POWER CABLE;W46:30OV, DATA CABLE;W48:OV,W050:OV,W51:30V,W60:30V MAXIMUM LENGTH 88'-0" OPERATING FOR ,GO SEC. S 40 kVA B FD1,VD1,9 ON-SITE ETHERNET CABLE MAXIMUM LENGTH 88'-0" CONDUIT LENGTH CALCULATIONS STAND-BY - S 3 kVA LAN B FD1,VD1,10 WAR ETHERNET CABLE MAXIMUM LENGTH 72'-0" IF SITE SPECIFIC CONDITIONS EXCEED THE FOLLOWING ASSUMED -- VALUES THEN ADDITIONAL LENGTH MUST BE SUBTRACTED BY THE I1I IF AN ON-SITE TRANSFORMER IS REQUIRED TO OBTAIN CT B FD1,VD1,15 F1 POWER CABLE MAXIMUM LENGTH 68'-0" W ° OPERATING VOLTAGE, IT MUST BE OF SUFFICIENT CAPACITY AND ELECTRICAL CONTRACTOR FROM THE MAXIMUM CONDUIT LENGTHS CT 1334 CHARACTERISTICS TO MAINTAIN SUPPLY VOLTAGE AND IMPEDENCE B ED LVD 1,16 F1 CONTROL CABLE MAXIMUM LENGTH 104'-0" LISTED. REQUIREMENTS (TRANSFORMER AND CONDUCTORS). IF DUCT LOCATIONS ARE ALTERED FROM THE SHOWN LAYOUT IT I, CONTROL IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO U ROOM DO NOT CONNECT ANY EXTERNAL USERS TO THE CT POWER RECALCULATE THE MAXIMUM CONDUIT LENGTHS. LINES. ASSUMED VALUES USED IN CALCULATING STATED MAXIMUM A THE EXAMINATION ROOM SHOULD BE EQUIPPED WITH AT LEAST CONDUIT LENGTHS: ONE EMERGENCY POWER OFF (PANIC) BUTTON. VERTICAL DUCTS - 10'-0' 7 Lo FLOOR PENETRATIONS - 3'-0" L GO_TOP W REV 25 CABLE PROTECTION FINISHED ROOM HEIGHT TEL: ( 5)AGE-:084 YOUNG TEL: (425) 677-6Q64 SIEMENS VMAIL ENT: FOR CT GANTRY ONLY MINIMUM 6'-10 11/16" FAX: S I E M E N S CABLES ARE NOT PLENUM RATED.ALL CABLES MUST BE ROUTED EMAIL:JASON.K.YOUN GOSIEMENS-HEALTHINEERS.COM III IN CABLE DUCTS OR CABLE CONDUITS. FOR CT GANTRY WITH INJECTOR ARM MINIMUM CASCADE VALLEY HOSPITAL W CAREVISION MONITOR/CEILING MOUNT SEE DETAILIL O ON S-10 5-102 SHEET 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 ELECTRICAL DIMENSION PLAN CT - 1334 - SOMATOM GO.TOP SCALE: 1/4" = 1 -� THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 RESULT X PROSECUTION UNDER E- 101 W QO 10�22�24 APPROVED BY CUSTOMER FOR FINALS FULL EXTENT EC THE DER -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. SYM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: AT T E N T I O N AT THE TIME OF THEIR PREPARATION SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR%-RAY AND A SO WED 4 5 B. STAHL MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTNG WITH A REGISTERED RADLATION SCALE: REF. #: DATE: -THIS SET OF PLANS REPRESEMS A COMPLETE SET OF DETAILS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. -ISSUE BLOCK- AS NOTED CPO-1113605/4 10/22/24 z 3'-51/2" GROUNDING NOTES POWER SCHEDULE 0 CL OF DUCT/OPENING a CONOUIn AND WIRES SIZES MUST BE EQUIPMENT GROUNDING CONDUCTOR TO COMPLY WITH THE 0ETERMINED Br THE ELECTRICAL ENGINEER 490/env VOLTS. FOLLOWING: of RECORD PER WEO AND TO MAINTAIN P PHASE,4 WIRE, SIEMENS IMPEDANCE REQUIREMENTS. LUS GROUND 1) SIZE GROUNDING WIRE TO SIEMENS EQUIPMENT PER REFER To EATON INFORMATION FOR UPS POWER SCHEDULE REQUIREMENTS. INPUT/OUTPUT WIRE SIZE REQUIREMENT, OBTAN EATON PLANNING GUIDE FROM 2) DERIVED FROM THE ELECTRICAL SERVICE, TRANSFORMER SIEMENS PROJECT MANAGER. 6" X 3 1/2" TRENCH DUCT. OR MAIN DISTRIBUTION PANEL FEEDING THE SIEMENS "a DUCT TO BE DIVIDED INTO EQUIPMENT. PROVDE ADDITIONAL ERB EATON 93PM TWO SECTIONS WITH DIVIDER. 3) RUN IN THE SAME CONDUIT, TROUGH OR RACEWAY AS THE NEAR UPS IF UPS IS 10OKW UPS. OPENING 6" X 6". PHASE CONDUCTORS. SIEMENS REMOTELY FROM SUPPLIED ar EQUIPMENT ROOM. SIEMENS. UP$ INSTALLED Rr 4) CONTINUOUS, WITH NO BREAKS OR USE OF CONDUIT, CONTRACTOR. CHASSIS OR EARTH AS THE SOLE GROUNDING PATH. z 5) BONDED TO CHASSIS AND/OR CONDUIT IN ACCORDANCE MAIN BREAKER z WITH THE NEC REQUIREMENTS. EPo C ER SOUIRCUDRCE EPG PO POW 6) MINIMIZE CONNECTIONS OR TERMINALS TO ENSURE CONTINUITY OVER THE LIFE OF THE INSTALLATION. NC NC NOTE y3 p 7) AS A NORM, THERE SHOULD NOT BE ANY CURRENT NOTE + A(125A) L - - - - - - - � PRESENCE ON THE GROUND CONDUCTOR, BUT IT IS NOTE Z Ir ACCEPTABLE TO HAVE <500.A DURING OPERATION OF THE NC NC Mp o IMAGING EQUIPMENT. gia Awc Mnx. UJI �2/0 AWG MAX. GANTRY ADJUSTABLE FEET AND PowER ORIENTATION MOUNTING HOLE LOCATIONS. SEE DSIsTIEMUTNON POINT DETAIL 1 ON S-101 SHEET FOR SPECIFIC LOCATIONS. 0 SIEMENS SMART REMOTE SERVICE TABLE TO ENSURE THE UPTIME OF YOUR SYSTEM DURING THE WARRANTY ITEM QTY DESCRIPTION + SIDE PERIOD (AND BEYOND WITH A SERVICE AGREEMENT), SIEMENS REMOTE 1 SERVICES (SRS) REQUIRES REMOTE LOCAL AREA NETWORK ACCESS TO UPS 1 EATON 93PM 100 KW UPS (UPS) U PLAN VIEW OF GANTRY CABLE INLETS SIEMENS SYSTEMS. UPS INPUT CIRCUIT BREAKER (ICB)AMPS: 200 THE PREFERRED CONNECTION METHOD IS (VPN)VIRTUAL PRIVATE UPS OUPUT CIRCUIT BREAKER (OCB)AMPS: 150 GANTRY OPENINGS SCALE: NETWORK (WHERE THE CUSTOMER HAS AVAILABLE A VPN CAPABLE Imp 1 M IN MOUNTED. WITH CIRCUIT BREAKER FLUSH OR SURFACE FIREWALL OR OTHER VPN APPLIANCE). THIS METHOD PROVIDES THE POSSIBILITY FOR REMOTE SYSTEM DIAGNOSTICS WITHOUT ADDITIONAL A 1 MAIN BREAKER MUST HAVE TRIPPING DEVICE SO WHEN HARDWARE. PLEASE CONTACT SIEMENS SMART REMOTE SERVICES TO ANY EGO IS PRESSED THE BREAKER TRIPS. DETERMINE BEST IMPLEMENTATION FOR YOUR SITE. CONTACT: 0 BREAKER PMPS:125 (FOR GANIM'"B') I M C PTSCSRS.DL®SI EM ENS-H FALTH I N EERS.COM. POWER QUALITY VOLTS PHASES NEUTRAL GROUND TOTAL WIRES FCUSTOMER DMZ J 480/277Y 3 1 1 5 I� MAGING DEVICE POOR POWER WILL ALTER EQUIPMENT PERFORMANCE SINGLE HOST IP PHASE AND NEUTRAL WIRES TO BE SAME SIZE. GROUND PER NEC. IOR IF SUBNET LISTI IT IS IN THE CUSTOMER'S INTEREST THAT THE ELECTRICAL UNLESS OTHERWISE NOTED,ALL BREAKERS WILL BE 80% RATED CONTRACTOR BE RESPONSIBLE FOR TESTING AND VERIFYING THAT THE EQUIPMENT POWER SUPPLY COMPLIES WITH THE SIEMENS O EPO VARIES NOTE 1 - EPO CIRCUIT#1 SPECIFICATIONS. FSIEMFN$ REMOTE( MAIN CIRCUIT BREAKER EMERGENCY POWER OFF BUTTON ISERVICES DMZ WITH PROTECTIVE COVER THAT PREVENTS ACCIDENTAL 0 r----- ACTIVATION. THE EPO MUST BE OF FAIL-SAFE DESIGN. L - SRS ALL ERO'S TO HAVE MECHANICAL LATCHING MECHANISM. SERVER REOUME SOPERATIONT BE ?CONTRACTS MAINRE BREAKER WIRING ER CAN I CONFIGURATION TO BE DESIGNED BY ELECTRICAL 37450 ENGINEER OF RECORD. 7 �UEDC ROUTER NOTE NOTE 2 - EPO CIRCUIT#2 L LNTERNEJ EP0 CONTACTS TO BE NORMALLY CLOSED,WIRED IN VPNTAPPLIIANCE FIREWALL SERIES, CONNECTED TO CT(B) UPS ONLY. NOTE 3 - EPO CIRCUIT#3 • f ERB CONTACTS TO BE NORMALLY CLOSED, WIRED IN +" F ,t•$� SERIES, CONNECTED TO EATON UPS ONLY. ,^+'�t' :1;•t;L'�a THE EPOS MUST BE INSTALLED BY A QUALIFIED ' } ELECTRICAL CONTRACTOR ACCORDING TO NATIONAL ❑�P+'T:' '.�: ELECTRICAL CODE, STATE AND LOCAL REGULATIONS. MEASURES SHOULD BE TAKEN TO DESIGN THE CIRCUIT IN SUCH A WAY THAT IT WILL ALWAYS WORK WHEN THE MEDICAL EQUIPMENT IS POWERED.THE CUSTOMER IS SOLELY RESPONSIBLE FOR THE IMPLEMENTATION OF THE EPOS AND THEIR ASSOCIATED CIRCUITS AND MUST MAKE THE FINAL DETERMINATION CONSIDERING ALL SITE CONDITIONS AND REGULATORY FACTORS. UNLESS OTHERWISE NOTED,ALL ITEMS LISTED IN THIS SCHEDULE SHALL BE SUPPLIED AND INSTALLED BY CUSTOMER/CONTRACTOR. U 0 0 W U z GD-TDP W REV 25 PROJECT MANAGER:JASON YOUNG TEL: (425) 877-6084VMA SIEMENS FAX: EXT: FAX: EMAIL:JASON.K.YOUNGOSIEMENS-HEALTHINEERS.COM CASCADE VALLEY HOSPITAL W 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413"2RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 / RESULT IN PROSECUTION UNDER E 501 W Q0 10/22/24 App O BY CUSTOMER FOR FINALS FULL EXTENT OF THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES ANO EQUIPMENT REQUIREMENTS PRESENTED -ITIS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. $YM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: � ATTENTION AT THE TIME OF THEIR PREPARATION SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR X-RAY AND ASSOCWTED 5 5 B. STAHL MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION REF. #: DATE: -THIS SET OF PLANS REPRESENTS A COMPLETE SET OF DEEAITS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. —ISSUE BLOCK— AS NOTED CPQ-1113605/4 1 Q/22/24 i SPECIAL INSPECTION AND TESTING AGREEMENT Community and Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 In accordance with International Building Code Chapter 17,where application is made for construction as described in this section,the Owner or the License Design Professional responsible for,and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. Property Address. 330 S. Stillaguamish Ave Lot#: Parcel ID No.: 31051100102900 Subdivision: Replace CT Equipment, new finishes Project Description: Primary Contact: 0 Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: Michael Yengich Office No.: 360-428-6416 Email Address: myengich@skagitregionalhealth.org Cell No.: 360-770-1498 Mailing Address: PO 1376 City: Mount Vernon State: WA Zip: 98273 Architect Name: Jennifer Sheahan Office No.: n/a Email Address: jsheahan@skagitregionalhealth.org Cell No.: 360-202-7550 Mailing Address: PO 1376 City: Mount Vernon State: WA Zip: 98273 Professional License Number: 12803 Expiration Date: 06/2026 Engineer Name: Facet Office No.: 360-899-1110 Email Address: STabert@facetnw.com Cell No.: ext 316 Mailing Address: 2210 Riverside Drive, ste 110 City: Mount Vernon State: WA Zip: 98273 Professional License Number: 46132 Expiration Date: Contractor Name: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: Before a permit can be issued: The owner, Architect or Engineer of record acting as the owner's agent, shall complete this agreement, including the required acknowledgements, and attach structural tests and inspections schedules.A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Page 1 of 4-REV03.2022 SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2018 IBC. THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1. Duties and Responsibilities of Special Inspector a. Observe Work: The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/ Engineer-reviewed shop drawings and/or project drawings may be used only as an aid to inspection. b. Report Non-Conforming Items: The Special Inspector shall bring non-conforming items to the attention of the Contractor and note all such items in the daily report. If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify the City of Arlington by telephone or in person, and notify the project Architect or Engineer. c. Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the iob site with the contractor for review by the City of Arlington. d. Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to the City of Arlington,project Architect/Engineer,and others as designated.These reports must include the following: i. Description of daily inspections and test made,with applicable locations. ii. Listing of all non-conforming items. iii. Report on how non-conforming items were resolved or unresolved,as applicable. iv. Itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e. Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported,and to the best of his/her knowledge,in conformance with the approved design drawings,specifications,approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance, unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required, etc.) shall be specifically itemized in this report. 2. Contractor Responsibilities a. Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b. Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c. Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3. City of Arlington a. Approve Special Inspector: The City of Arlington shall approve all Special Inspectors prior to performing any inspection. b. Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. Page 2 of 4- REV03.2022 4. Owner Responsibilities a. Funding: The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. S. Architect or Engineer of Record Responsibilities a. Drawings: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b. Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing, compaction, testing of backfill and or road beds as recommended by the geo-tech engineer, and structural welding as work progresses. 6. Indicate items requiring special inspection,structural testing,or structural observations by checking the appropriate box. ❑ STRUCTURAL STEEL ......................................................................... (IBC 1705.2.1 & 1705.12.1) ❑ STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL ....... (IBC 1705.2.2) ❑ CONCRETE CONSTRUCTION ............................................................. (IBC 1705.3) ❑ MASONRY CONSTRUCTION ............................................................... (IBC 1705.4) ❑ WOOD CONSTRUCTION ..................................................................... (IBC 1705.5, 1705.11.1 & 1705.12.2) ❑ SOILS CONSTRUCTION ....................................................................... (IBC 1705.6) ❑ DRIVEN DEEP FOUNDATIONS .......................................................... (IBC 1705.7) ❑ CAST-IN-PLACE DEEP FOUNDATIONS ............................................. (IBC 1705.8) ❑ HELICAL PILE FOUNDATIONS .......................................................... (IBC 1705.9) 0 SPRAYED FIRE-RESISTANT MATERIALS ......................................... (IBC 1705.14) ❑ MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS ........... (IBC 1705.15) ❑ EXTERIOR INSULATION AND FINISH SYSTEMS (EIFS) .................. (IBC 1705.16) ❑ FIRE-RESISTANT PENETRATIONS AND JOINTS ............................. (IBC 1705.17) Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑ SMOKE CONTROL ............................................................................... (IBC 1705.18) ❑ ARCHITECTURAL COMPONENTS ..................................................... (IBC 1705.12.5) Only required for buildings located within Seismic Design Category D,E, or F ❑ PLUMBING, MECHANICAL&ELECTRICAL COMPONENTS ............. (IBC 1705.12.6) Only required for buildings located within Seismic Design Category C,D,E, or F ❑ SEISMICALLY ISOLATED SYSTEMS ................................................... (IBC 1705.12.8) Material alternatives or unusual design applications ❑ SPECIAL CASES .................................................................................... (IBC 1705.1.1) ❑ MISCELLANEOUS AREA These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. Page 3 of 4- REV03.2022 Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets for signatures if necessary) Owner Name: Date: Signature: Contractor Name: Date: Signature: ❑ Submit written statement of responsibility in accordance with IBC Section 1704.4. Special Inspector Name: Date: Signature: ❑ Submit WABO certification for special inspection agency and inspectors, (or) ❑ Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work. Submit copies of inspector certifications provided for each discipline. Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Inspector Name: Scope of Work: Architect/Engineer of Record Date: Signature: Structural Observer Date: Signature: ❑ Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑ Structural Observations required in accordance with IBC Section 1704.5. SAVE PRINT Page 4 of 4- REV03.2022 ET FAC STRUCTURAL CALCULATIONS FOR CASCADE VALLEY HOSPITAL - CT SCANNER ANCHORAGE ARLINGTON, WA November 5, 2024 ITEM PAGE Drawings.......................................................................................................................DWG-1 to DWG-4 DesignCriteria.....................................................................................................................DC-1 to DC-3 CT Scanner Anchorage .......................................................................................... CTA-1 to CTA-65 M. J�N of wAsy/ C", A �P O a an M. Jan ki 4.11.0 -,14 08' p 46132 GQTQRAL �SS/ONAL ENG SEATTLE KIRKLAND MOUNT VERNON I WHIDBEY ISLAND FEDERAL WAY SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK �10-19 ET FAC STRUCTURAL CALCULATIONS DRAWINGS CASCADE VALLEY HOSPITAL - CT SCANNER ARLINGTON, WA SEATTLE I KIRKLAND I MOUNT VERNON I WHIDBEY ISLAND I FEDERAL WAY I SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK FA1aN POMM STA110N 16'-0 1/2" 6'-11" 2 SAFETY 6 SSKO1 CLEARANCE CT 1334 SERVICE �- 1 TABLE L — CLEARANCE r MOVEMENT J � a GANTRY GAI MY m TILT x A 1 CASEWORK -� °D SHOWN FORPLANNING PURPOSES 3/SSK01 1 e` SS O1 ONLY r L 2 - 1 1 ORIENTATION AV j POINT ® 5 ` CI�ININCiMOL1NIFDMONfIOR TILT co �. 3 cV a 60 PA`ENrB D .Z 2 SSO1 SERVICE CLEARANCE CONTROL 1 � �, ROOM x f TABLE 4 MOVEMENT �n I io SAFETY T-0 3/16" CLEARANCE LOCATED AT LEAST 8'-2" FROM STRETCHER SIZE (6'-5" X 2'-7") SHOWN ORIENTATION POINT IS FOR REFERENCE ONLY. VERIFICATION AND IN FRONT OF HEIGHT OF WINDOW TO BE AND COORDINATION BY CUSTOMER IS THE GANTRY COORDINATED WITH REQUIRED TO ENSURE PROPER COUNTERTOP/DESK HEIGHT. TRANSPORT AND WORKFLOW ACCESS. ARCHITECTURAL EQUIPMENT PLAN M. A S 'Cl �P O CT SCANNER ROOM PLAN �I M. nick FACET 1.05 DATE: p�. Z -OHS 01 1013012024 CASCADE VALLEY HOSPITAL q- PLAN NUMBER: 2210 Riverside Dr, P;360.899.1110 PG 46132 \�c�� 330 S STILLAGUAMISH ST �,�` CTURAL 11SSK-U1 ARLINGTON,WA 98223 Suite#110 www.facetnw.com FSS NG\ SCALE PROJECT N,WA9NUMBER:2407.0299 Mount Vernon,WA 98273 ��NA L E NTS FEDERAL WAY I KIRKLAND I MOUNT VERNON I SEATTLE I SPOKANE I WHIDBEY ISLAND w—t NOTE: SPECIFIED ANCHORAGE AND SLAB THICKNESS IS MINIMUM REQUIRED. IF MANUFACTURER HAS MORE STRICT REQUIREMENTS, REVISE AS NECESSARY %2'DRILL AND EPDXYANCHOR EMBED 3 Y2'MIN AT MFR SPECIFIED LOCATIONS ONE AT EACH CORNER MINIMUM USE HILTI HIT-RE 500-V3 EPDXY EXISTING BLDG SLAB USE MARK"?ANCHOR LOCATIONS FOR PATIENT BED TYPICAL ANCHORAGE FOR CT SCANNER EQUIPMENT �� M. JAq' � �C WASy/� c'�� EQUIPMENT ANCHORS °N` Jn 11.05ani FACET :14-0 '00' DATE: CASCADE VALLEY HOSPITAL \ 6 1013012024 s � PLAN NUMBER: 2210 Riverside Dr, P:360.899.1110 �� TAG as3 sz \�� 4� 2I$$K-U1 330 S STILLAGUAMISH ST Suite#110 www.facetnw.com 0�F cTURAL ENG �" r3l'4 LE ARLINGTON,WA 98223 Mount Vernon,WA 98273 SS�O NA L EN V-0" I PROJECT NUMBER:2407.0299 FEDERAL WAY I KIRKLAND I MOUNT VERNON I SEATTLE I SPOKANE I WHIDBEY ISLAND DWG-2 DWG-2 CT SCANNER GANTRYAND PATIENT BED ANCHORAGE LOCATIONS INFORMATIONAL ONLY FLOOR SURFACE REQUIREMENTS THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (1Omm) THE SAME PLANE, IT IS THE CUSTOMER'S RESPONSIBILITY TO INSTALLED BY SIEMENS, MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN AROUND THE BASE OF THE GANTRY THIS DETAIL. THE GANTRY AND PATIENT TABLE MUST BE AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 2'-7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST ORIENTATION BE REMOVED AND REPLACED WITH SHIMS OF THE POINT 1 2'-8 3/4" 2'-5 3/4" I RECOMMENDED APPROPRIATE THICKNESS. In FLOORING IS N THE EXAMINATION ROOM. THE GANTRY AND PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY — LEVELING IS DONE WITH THE ADJUSTABLE FEET. BOLTING REQUIREMENTS $o I I I THE WEIGHT CAPACITY OF THE FLOOR MUST BE EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE o I 2 II GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL M OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR USING ANCHORS THROUGH THE ADJUSTABLE FEET. 3 MATERIALS FOR BOLTING MUST BE SUPPLIED ON—SITE. THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE 00 PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION 2 ^ i MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD ANCHORING. MIN. CONCRETE THICKNESS 5 1/2". DRILL N AND TOOLS TO BE AVAILABLE ON—SITE, THE MINIMUM I EXTRACTION FORCE OF 944 POUNDS PER ATTACHMENT POINT IS REQUIRED. THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: I._8. 14 I 1. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—RE 500—V3 HARDENING TIME AT TEMP. FROM 68-75' — 7 HOURS 5 3/4" 2. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—HY 200—A HARDENING TIME AT TEMP, FROM 70'-86' — 30 MIN. 3. HILTI INTERNALLY THREADED INSERT: HIS—N M10X110 O(4) 5/8"0 HOLES THROUGH THE USE THIS SIZE WHEN REPLACING AN ANCHOR. ADJUSTABLE FEET TO MOUNT THE MIN. CONCRETE THICKNESS: 6" GANTRY TO THE FLOOR IF 4, HILTI INTERNALLY THREADED INSERT: HIS—N M8X90 REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. 0(4) 1"0 HOLES THROUGH FLOOR MIN. CONCRETE THICKNESS: 4 3/4". PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. O3 (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES. TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE (INCLUDES SAFETY—FACTOR 4), STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ CONTRACTOR. GANTRY AND PATIENT TABLE MOUNTING DETAIL SCALE: FACET DR�'093PM (480V) and 93PM-L (208V) Foundation Plan and Mounting Requirements DWG-3 EATON POWER STATION ANCHORAGE LOCATIONS INFORMATIONAL ONLY Figure 30.93PM UPS 100 kW and 150 kW Frames with Large Sidecar(480V) (REAR) (REAR) 1 12 6 [44,31 1103 [43,41 TOP VIEW 112X)M12 OA 112X)M12 OR 23 [.9] 23 E.9] 112X)1/2"BOLT —112X)1T BOLT 0 E.0] I FRONT&BACK) 0 E 0] I FRONT&BACK) � o M ICJ cp CO 6� FR0NTI FRONT) 259 [10.21 450 [17.7] 310 [12.2] 140 15.51 57 [2 21 � { � 55 [2,21 57 E2.2] BOTTOM VIEW I I I 0 14.29 [.6] •I I I I (12X) (12X) 014.29 1.61 I 32 [ 3] f. �1�30.5 [1.2] (REAR) 30.5 [1.2] (REAR) � 32 E1.31 UPS with Left-Mounted Sidecar UPS with Right-Mounted Sidecar NOTE:93PM 100 kW and 150 kW UPS floor mounting brackets and locations are identical. Dimensions are In millimeters[inches] 36 Seismic Data Requirements for Eaton UPS Equipment Installation User's Guide 164000050—Rev 05 FACET EXfSTMCrSCXN M MONIIOR MOLNTIN C�LIlVCi TO REMAIN i REMOVE OLD MONITOR AND ATTAM NEW NDNFIOR PER MFR SPECIFICATIONS M. pF W A S y��C �P O MONITOR CEILING MOUNT � 11 M. nick FACET ` DATE: 7-0 00' 1013012024 CASCADE VALLEY HOSPITAL q- PLAN NUMBER: 2210 Riverside Dr, P:360.899.1110 PG 46132 \�c�� 330 S STILLAGUAMISH ST �,�` crURAL 31SSK-0� ARLINGTON,WA 98223 Suite#110 www.facetnw.com FS NG� SCALE PROJECT N,WA9NUMBER:2407.0299 Mount Vernon,WA 98273 S��NA L E 314"=1'-0" FEDERAL WAY I KIRKLAND I MOUNT VERNON I SEATTLE I SPOKANE I WHIDBEY ISLAND -t �10-19 ET FAC STRUCTURAL CALCULATIONS DESIGN CRITERIA CASCADE VALLEY HOSPITAL - CT SCANNER ARLINGTON, WA SEATTLE I KIRKLAND I MOUNT VERNON I WHIDBEY ISLAND I FEDERAL WAY I SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK DC-1 DC-1 Date: 10/30/2024 �0�4 FACET Made By: PG Project: Cascade Valley Hospital -CT Scanner Description: Design Criteria Design Criteria Code: Engineered design by 2021 IBC Seismic: Latitude = 48.1892478 North Longitude = -122.1177224 West Spectral Response Acceleration, Ss &S1 = 1.033 & 0.369 Spectral Response Acceleration, Sds &Sd1 = 0.826 & 0.475 Soil Site Class, Fa &Fv= 1.2 & 1.931 Seismic Design Category, SDC D Response Modification Factor, R= 6.5 Risk Category= IV Importance Factor(Snow), Is = 1.2 Importance Factor(Wind), Iw= 1 Importance Factor(Seismic), le= 1.5 Soils: Assumed By Owner Soil Bearing = 1,500 psf Active Soil Pressure =35 pcf Passive Soil Pressure =250 pcf IBC Soil Site Classification =D Frost Depth = 18 inches FACET 9/9/24,3:10 PM ATC Hazards by Location DC-2 DC-2 A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. e The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why- L1TC Hazards by Location Search Information Rnacanes v JIC10r18 PAT Vemon Address: 330 S Stillaguamish Ave,Arlington,WA 98223 ° © 211 ft Coordinates: 48.1887307,-122.1182679 Arli ton Elevation: 211 ft Angetes Port Townsend Timestamp: 2024-0909T22:10:35.811Z a r ,; Marysville Mt. Baker-Snoqualmie Y Whidbey Everett National Forest Hazard Type: Seismic island o Reference Document: ASCE7-16 r Go le Q ., g EdmOi*tls i,?Map data 02024 Google Report a map error Risk Category: IV Site Class: D-default Basic Parameters Name Value Description SS 1.033 MCER ground motion(period=0.2s) S1 0.369 MCER ground motion(period=1.0s) SMS 1.239 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDS 0.826 Numeric seismic design value at 0.2s SA SDl *null Numeric seismic design value at 1.0s SA *See Section 11.4.8 Additional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv *null Site amplification factor at 1.Os CRg 0.911 Coefficient of risk(0.2s) CRt 0.891 Coefficient of risk(1.Os) PGA 0.439 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGA, 0.527 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 1.033 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.133 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.369 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.414 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) *See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. FACET https://hazards.atcouncil.org/#/seismic?lat=48.1887307&ing=-122.1182679&address=330 S Stillaguamish Ave%2C Arlington%2C WA 98223 1/2 DC-3 DC-3 EQUIPMENT WFIIC�IIS EQUIPMENT LEGEND NO DESCRIPTION SMS WEIGHT BTU/HR DIMENSIONS (INCHES) REMARKS SYM (LBS) TO AIR W D H 23" FLAT SCREEN WITH DUAL MONITORS, KEYBOARD AND ® 20 --- 22 1/2 9 1/4 19 3/8 CONTROL DEVICE 0 SOMATOM GO.TOP GANTRY 08 2,855 24,226 87 1/8 32 3/4 73 1/8 0 PATIENT TABLE - VARIO 2 ® 780 1,024 99 13/16 27 3/8 21 13/16 307kg, MAX. HEIGHT 38" 0 WIRELESS ACCESS POINT ® 2.5 --- --- --- --- HEIGHT OFF FF: > 6'-6 3/4" 5 CARE VISION SINGLE MONITOR F1 95 --- --- --- --- CEILING MOUNTED O6 EATON 93PM UPS WITH BATTERY-100kW & MAINTENANCE © 4,470 11,402 64 1/4 44 1/4 74 SEE MFG REQUIREMENTS BYPASS FLOOR SURFACE REQUIREMENTS THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (10mm) THE SAME PLANE. IT IS THE CUSTOMER'S RESPONSIBILITY TO INSTALLED BY SIEMENS. MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN AROUND THE BASE OF THE GANTRY THIS DETAIL. THE GANTRY AND PATIENT TABLE MUST BE AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 2'_7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST ORIENTATION BE REMOVED AND REPLACED WITH SHIMS OF THE 2'-8 3/4" 2'-5 3/4" APPROPRIATE THICKNESS. ANTI-STATIC FLOORING IS POINT 1 I RECOMMENDED IN THE EXAMINATION ROOM. THE GANTRY AND PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY _ LEVELING IS DONE WITH THE ADJUSTABLE FEET. BOLTING REQUIREMENTS $o I THE WEIGHT CAPACITY OF THE FLOOR MUST BE EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE o 2 �I GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: _ EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR - USING ANCHORS THROUGH THE ADJUSTABLE FEET. 3 MATERIALS FOR BOLTING MUST BE SUPPLIED ON-SITE. THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE 2 ^ .I PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD °i 7'7L�r ,�T�y-+ T�-� THICKNESS 5 1/2". DRILL P,4jjE2 TTBED ANCHOR ON-SITE. THE MINIMUM OUNDS PER ATTACHMENT LOCAMONS i THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: HILTI INJECTABLE ADHESIVE ANCHOR: HIT-RE 500-V3 HARDENING TIME AT TEMP. FROM 68'-75' - 7 HOURS 5 3 �JL�LV1C�lALVllNit HILTI INJECTABLE ADHESIVE ANCHOR: HIT-HY 200-A HARDENING IN A R S HILTI INTERNALLY INSERT: HIS-N M10X110 0(4) 5/8"0 HOLES THROUG 1� iW7 USE THIS SIZE WHEN REPLACING AN ANCHOR. ADJUSTABLE FEET TO MOUNT THE MIN. CONCRETE THICKNESS: 6" GANTRY TO THE FLOOR IF 4. HILTI INTERNALLY THREADED INSERT: HIS-N M8X90 REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. 0(4) 1"0 HOLES THROUGH FLOOR MIN. CONCRETE THICKNESS: 4 3/4". PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. O3 (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES. TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE (INCLUDES SAFETY-FACTOR 4). STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ CONTRACTOR. GANTRY AND PATIENT TABLE MOUNTING DETAIL SCALE: FACET �10-19 ET FAC STRUCTURAL CALCULATIONS CT SCANNER ANCHORAGE CASCADE VALLEY HOSPITAL - CT SCANNER ARLINGTON, WA SEATTLE I KIRKLAND I MOUNT VERNON I WHIDBEY ISLAND I FEDERAL WAY I SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK CTA-1 CTA-1 Date: 10/30/2024 /\ FAC ET Made By: PG Project: Cascade Valley Hospital-CT Scanner Description: Sesimic Load of Non-Structural Component Fp = O 4aPS Swp (1 + 2 (ASCE 13.3-1) Ipl h/ 0.3SDSIpWp < Fp < 1.6SDSIpWp (13.3-2&13.3-3) Bed Sds= 0.826 Component Weight,Wp= 780 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,ap= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,RP= 2.5 Overstrength,0= 2.0 Component Height in Structure,z= 2 ft Average Roof Height,h= 14.5 ft z/h= 0.137931 (need not exceed 1.0) Fp= 197 Ibs (13.3-1) Fp>_ 290 Ibs (13.3-2) Fp<_ 1546 Ibs (13.3-3) Design Force, Fp= 580 Ibs (LRFD) Design Vertical Force, Fp„_± 129 Ibs (LRFD) FACET CTA-2 CTA-2 SD Fp = O 4rR�/ S'P (1 + 2 h) (ASCE 13.3-1) \ IP 0.3SoSIpWp <_ Fp < 1.6SoSIpWp (13.3-2&13.3-3) Gantry Sds= 0.826 Component Weight,Wp= 2855 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,ap= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,RP= 2.5 Overstrength,f2= 2.0 Component Height in Structure,z= 6 ft Average Roof Height,h= 14.5 ft z/h= 0.413793 (need not exceed 1.0) Fp= 1034 Ibs (13.3-1) Fp>_ 1061 Ibs (13.3-2) Fp<_ 5660 Ibs (13.3-3) Design Force, Fp= 2122 Ibs (LRFD) Design Vertical Force, Fp„_± 472 Ibs (LRFD) FACET CTA-3 CTA-3 SD Fp = O 4rR�/ S'P (1 + 2 h) (ASCE 13.3-1) \ IP 0.3SoSIpWp <_ Fp <_ 1.6SoSIpWp (13.3-2&13.3-3) Power Station Sds= 0.826 Component Weight,Wp= 4470 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,ap= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,RP= 2.5 Overstrength,f2= 2.0 Component Height in Structure,z= 6 ft Average Roof Height,h= 14.5 ft z/h= 0.413793 (need not exceed 1.0) Fp= 1619 Ibs (13.3-1) Fp>_ 1661 Ibs (13.3-2) Fp<_ 8861 Ibs (13.3-3) Design Force, Fp= 1661 Ibs (LRFD) Design Vertical Force, Fp„_± 738 Ibs (LRFD) FACET CTA-4 CTA-4 SD Fp = O 4rR�/ S'P (1 + 2 h) (ASCE 13.3-1) \ IP 0.3SoSIpWp <_ Fp < 1.6SoSIpWp (13.3-2&13.3-3) Moniter Sds= 0.826 Component Weight,W,= 95 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,a,= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,R,= 2.5 Overstrength,0= 2.0 Component Height in Structure,z= 14.5 ft Average Roof Height,h= 14.5 ft z/h= 1 (need not exceed 1.0) Fp= 56 Ibs (13.3-1) Fp>_ 35 Ibs (13.3-2) Fp<_ 188 Ibs (13.3-3) Design Force, Fp= 56 Ibs (LRFD) Design Vertical Force, Fp„_± 16 Ibs (LRFD) FACET CTA-5 CTA-5 PATENT BED AND GANIRYANC MR LOCAIIONS FLOOR SURFACE REQUIREMENTS THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (10mm) THE SAME PLANE. IT IS THE CUSTOMER'S RESPONSIBILITY TO INSTALLED BY SIEMENS. MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN AROUND THE BASE OF THE GANTRY THIS DETAIL THE GANTRY AND PATIENT TABLE MUST BE AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 2'-7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST BE REMOVED AND REPLACED WITH SHIMS OF THE ORIENTATION 2'-8 3/4" 2'-5 3/4" APPROPRIATE THICKNESS. ANTI—STATIC FLOORING IS POINT 1 i RECOMMENDED IN THE EXAMINATION ROOM. THE GANTRY AND PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY _ LEVELING IS DONE WITH THE ADJUSTABLE FEET. BOLTING REQUIREMENTS co i THE WEIGHT CAPACITY OF THE FLOOR MUST BE EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE 0 2 �i GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: — — _ _ EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR USING ANCHORS THROUGH THE ADJUSTABLE FEET. 3 MATERIALS FOR BOLTING MUST BE SUPPLIED ON—SITE. THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE io FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE 2 ^ .I PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD ANCHORING. MIN. CONCRETE THICKNESS 5 1/2". DRILL N AND TOOLS TO BE AVAILABLE ON—SITE. THE MINIMUM EXTRACTION FORCE OF 944 POUNDS PER ATTACHMENT POINT IS REQUIRED. THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: 1. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—RE 500—V3 HARDENING TIME AT TEMP. FROM 68'-75' — 7 HOURS 5 3/a" 2. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—HY 200—A HARDENING TIME AT TEMP. FROM 70'-86' — 30 MIN. 3. HILTI INTERNALLY THREADED INSERT: HIS—N M10X110 O(4) 5/8"0 HOLES THROUGH THE USE THIS SIZE WHEN REPLACING AN ANCHOR, ADJUSTABLE FEET TO MOUNT THE MIN. CONCRETE THICKNESS: 6" GANTRY TO THE FLOOR IF 4. HILTI INTERNALLY THREADED INSERT: HIS—N M8X90 REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. O(4) 1"0 HOLES THROUGH FLOOR MIN. CONCRETE THICKNESS: 4 3/4". PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. O3 (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES, TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE (INCLUDES SAFETY—FACTOR 4). STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ CONTRACTOR. GANTRY AND PATIENT TABLE MOUNTING DETAIL SCALE: FACET CL1 93PM (480V) and 93PM-L (208V) Foundation Plan and Mounting Requirements CTA-6 EATON POWFR STATION V UDR LOCATIONS Figure 30.93PM UPS 100 kW and 150 kW Frames with Large Sidecar(480V) (REAR) (REAR) 1 12 6 [44,31 1103 [43,41 TOP VIEW (12X)M12"OR /2"BOLT BOL T23 9] 112X)M12OA 23 E9] —1)12X11 FRON FRONT&BACK)0 0 � o M ICJ cp CO 6� FR0NTI FRONT) 259 [10.21 450 [17.7] 310 [12.2] 140 15.51 57 [2 21 � { � 55 [2,21 57 E2.2] BOTTOM VIEW 0 14.29 1.61 12X) 14.29 1.61 I 2X) f 32 [ .3] �1�30.5 [1.2] (REAR) 30.5 E1.21 REAR) 32 E1.31 UPS with Left-Mounted Sidecar UPS with Right-Mounted Sidecar I/ NOTE:93PM 100 kW and 150 kW UPS floor mounting brackets and locations are identical. Dimensions are;n millimeters[inches] POWFR STATION ANCHOR LOCATIONS 36 Seismic Data Requirements for Eaton UPS Equipment Installation User's Guide 164000050—Rev 05 FACET DEWALT DESIGN ASSIST 1.7.3.0 Page 1 DEWAL. . CVH-CT-Gantry 10/29/2024 . roject Information Company: Facet Project Engineer: PG Address: ---Washington 99208 Phone: M: -P:- Email: pgermanovich@facetnw.com Project Name: CVH CT Scanner Project Address: Untitled Notes: 2.Selected Anchor Information Selected Anchor : Purel l0+ Brand: DEWALT Material: 1/2"G Threaded Rod ASTM F1554 GR36/A36 Embedment: hef 3.5 in hnom 3.5 in Approval Report: ICC-ES ESR-3298 Issued/Revision: Jul,2024 - Drill method: Hammer Drilled .Design Principles Design Method: ACI 318-19 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 2 DEWALT CVH-CT-Gantry 10/29/2024 . ase Material Information Concrete: Type: Cracked Normal Weight Concrete Strength 2500 psi Reinforcement: Edge >=#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.01 in Length 33 in Width 87.12 in Standoff None Height 0 in Strength 36000 psi Profile: Hole Condition: Dry Hole In-Service Temperaturen Long Term: 110 OF Short Term: 130 OF Sustained Loading: 0 Short-term Loading only:: False Closely Spaced Adhesive Anchors:: False Torqued Anchor Bolt: False Concrete Covers: Base Cover: 0.25 in End Cover: 0.25 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 3 DEWAL. a CVH-CT-Gantry 10/29/2024 .Equipment information Weight,Wp: 2855 Dimensions: Length87.12 inWidth33 inHeight73.12 in Center of Gravity: CGx 0 in CGy 0 in CGz 54.5 in Surface: Moderately Smooth .Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) utilization Status Critical Steel Strength 2104.43 6173 0.341 OK Concrete Breakout Strength 4209 5427.000 0.776 OK Controls Bond Strength: 4209 6465 0.651 OK Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 531 2568 0.207 OK Controls Concrete Breakout Strength 1061 8962 0.118 OK Pullout Strength 2122 31168 0.068 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 4 DEWAL. . CVH-CT-Gantry 10/29/2024 ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 5 DEWAL. . CVH-CT-Gantry 10/29/2024 .Load Condition Design Loads/Actions Z Nu -2097.85 lb Vux 0.00 lb Vuy 2122.41 lb �k Y Muz 0.00 in-lb Mux -115671.18 in-lb Muy 0.00 in-lb �M. 14.1 .�My IG- Critical Loading Seismic Critical Angle 90° 90° MW �X Calculated at 90 °intervals 1801+00 2701 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 0.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates(in) X Y X Y 1 -3153.35 530.6 0.0 530.6 -36.3 11.0 2 -3153.35 530.6 0.0 530.6 36.3 11.0 3 2104.43 530.6 0.0 530.6 -36.3 -11.0 4 2104.43 530.6 0.0 530.6 36.3 -11.0 e n --K x COG SETAT75%OF IBC Hf TO BE CONSERVATIVE z 14 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 6 DEWALT CVH-CT-Gantry 10/29/2024 hslab 5 in hmin 4.750 in Edge Cx- oo in Crum 1.750 in Edge Cx+ oo in cagy 7.990 in Edge Cy- oo in smin 2.500 in Edge Cy+ 8 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 7 DEWALT. CVH-CT-Gantry 10/29/2024 Seismic Force Parameters ASCE 7-16 Equations Fp=(0.4apSDSWp)/(Rp/Ip) (1+2(z/h)) Q0 Eqn 13.3-1 Fp min=0.3SDSIpWp Eqn 13.3-2 Fp,max= 1.6SDSIpWp Eqn 13.3-3 F,_(0.2SDSWp) Eqn 13.3.1.2 Variables/Coefficients SDS Spectral Acceleration 0.826 g Table 11.4.4 Rp Response Modification Factor 2.5 Table 13.6-1 a Component Amplification Factor 1 Table 13.6-1 Ip Component Importance Factor 1.5 Table 13.3.1 Wp Component Operating Weight 2855 lbs z Component Height in Structure 6 ft h Mean Roof Height 14.5 ft L20 Overstrength Factor 2 Table 13.6-1 Results Fp Horizontal Seismic Design Force 2122.41 lb Fp/Wp Horizontal Seismic Design Acceleration 0.37 g Fv Vertical Seismic Design Force 471.65 lb Fv/Wp Vertical Seismic Design Acceleration 0.17 9 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 8 DEWALT CVH-CT-Gantry 10/29/2024 1 l.Design Proof Tension Loading A Reference Steel Strength: t N ACI 318-1917.6.1 v � e a Variables - n 6n N sa (Ib) Q 8230.2 0.75 Results cpNsa = 6173.0 lb NUa = 2104.4 lb Table 17.5.2 Utilization — 34.1% Concrete Breakout Strength rN ACI 318-1917.6.2 0 0. 1 Equations e1 ' a s aa� Ncbg=(ANc/ANcO)'Wec,N 'Wed N 'Wc,N 'Wcp,N 'Nb Eqn. 17.6.2.1b Nb=kC • Xa• (f c)O.5 • hefl.5 Eqn. 17.6.2.2.1 Variables ANc (in") ANcO (in") Tec,N Ted,N Tc,N Tcp,N 220.500 110.250 1.000 1.000 1.000 1.000 Cac (in) kc ka f c (psi) hef (in) Camin (in) 7.990 17.000 1.000 2500 3.500 8.000 Nb (lb) T (Pseis 5565.7 1.00 0.750 Results yNcbg = 5427.0 lb NUa = 4209.0 lb Utilization = 77.6% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 9 DEWALT CVH-CT-Gantry 10/29/2024 Bond Strength: t aN ACI 318-19 17.6.5 Equations Nag—(ANa/ANao)'Tec,Na'Ted,Na"Wcp,Na'Tba Eqn. 17.6.5.1b Nba=ka'Tk,cr'n'da'hef Eqn. 17.6.5.2.1 Variables Av,I (in,) ANaO (in2) Tec,Na TedNa Tcp,Na 316.000 158.000 1.000 1.000 1.000 ka TK,cr hef (in) TeNa (in) Cac (in) Camin (in) 1.000 1206.000 3.500 6.285 7.990 8.000 Nba (lb) T g Na N Ts eis 6630.330 1.000 0.65 0.750 Results yN ag = 6465.0 lb Nua = 4209.0 lb Utilization = 65.1% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 10 DEWALT CVH-CT-Gantry 10/29/2024 12.Design Proof Shear Loading Steel Strength: v ACI 318-19 17.7.1 Variables V sa,eq (lb) W 4938.1 0.65 Results TV sa eq = 2568.0 lb Vua = 531.0 lb Table 17.5.2 Utilization = 20.7% Concrete Breakout Strength v ACI 318-19 17.7.2 Equations ,. a r4 Vcbg=(Avc/AVc0)'�ec,V 'Wed V'Wc,V'Wh,v 'Vb Eqn. 17.7.2.1b Vb=(7.(le/da)0.2.da0.5 .ka.(fc)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1a Vb=9.Xa.(fe)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1b Variables Ave (in2) AVC0 (in?) `Pec,V Tcd,V Tc,V Th,V 240.000 288.000 1.000 1.000 1.200 1.549 Ta y le da (in) ka f c (psi) cal (in) 1.000 3.500 0.500 1.000 2500 8.000 Vb (lb) Q 8264.3 0.70 Results TVcbg = 8962.0 lb Direction = Y+ VUa = 1061.0 lb Utilization = 11.8% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 11 DEWALT CVH-CT-Gantry 10/29/2024 Pryout Strength: v ACI 318-19 17.7.3 d � a Equations o- d e`d Vcpg—kep•Ncpg Eqn. 17.7.3.1b Ncbg—(ANc/ANcO) Wec,N'Wed,N'Wc,N'Wcp,N Nb Eqn. 17.6.2.1b Variables ANc (in 2) ANCO (in") Tec,N Ted,N Tc,N Tcp,N 441,000 110.250 1.000 1.000 1.000 1.000 cac (in) kc ka hef (in) f c (Psi) Camin (in) 7.990 17.000 1.000 3.500 2500 8.000 Nb (lb) kep Ncp9 (lb) tp 5565.7 2.000 22262.9 0.70 Results (PVcpg = 31168.0 lb V ua = 2122.0 lb Utilization = 6.8% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 12 DEWAL. a CVH-CT-Gantry 10/29/2024 13.Interaction of Tension and Shear Loads ACI 318-19 17.8 Equations (((Nua/<P Nn)+(Vua� Vn))/1.2)<= 1.0 Egn. 17.8.3 Variables Nua/(tp-Nu) Vua/((P-Vn) 0.776 0.207 Results 0.727 <_ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED Is Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 1 DEWAL. . CVH-CT-Bed 10/29/2024 . roject Information Company: Facet Project Engineer: PG Address: ---Washington 99208 Phone: M: -P:- Email: pgermanovich@facetnw.com Project Name: CVH CT Scanner Project Address: Untitled Notes: 2.Selected Anchor Information Selected Anchor : Purel l0+ Brand: DEWALT Material: 1/2"G Threaded Rod ASTM F1554 GR36/A36 Embedment: hef 3.5 in hnom 3.5 in Approval Report: ICC-ES ESR-3298 Issued/Revision: Jul,2024 - Drill method: Hammer Drilled .Design Principles Design Method: ACI 318-19 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 2 DEWALT CVH-CT-Bed 10/29/2024 . ase Material Information Concrete: Type: Cracked Normal Weight Concrete Strength 2500 psi Reinforcement: Edge >=#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.01 in Length 28 in Width 100 in Standoff None Height 0 in Strength 36000 psi Profile: Hole Condition: Dry Hole In-Service Temperaturen Long Term: 110 OF Short Term: 130 OF Sustained Loading: 0 Short-term Loading only:: False Closely Spaced Adhesive Anchors:: False Torqued Anchor Bolt: False Concrete Covers: Base Cover: 0.25 in End Cover: 0.25 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 3 DEWALT CVH-CT-Bed 10/29/2024 .Equipment information Weight,Wp: 780 Dimensions: Length100 inWidth28 inHeight22 in Center of Gravity: CGx 0 in CGy 0 in CGz 18 in Surface: Moderately Smooth .Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 258.15 6173 0.042 OK Concrete Breakout Strength 516 5427.000 0.095 OK Controls Bond Strength: 516 6465 0.080 OK Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 145 2568 0.056 OK Controls Concrete Breakout Strength 580 17551 0.033 OK Pullout Strength 580 31168 0.019 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 4 DEWAL. . CVH-CT-Bed 10/29/2024 ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 5 DEWALT CVH-CT-Bed 10/29/2024 .Load Condition Design Loads/Actions Z Nu -573.14 lb Vux 0.00 lb Vuy 579.85 lb �k Y Muz 0.00 in-lb Mux -10437.34 in-lb Muy 0.00 in-lb �M. 14.1 IG- Critical Loading Seismic Critical Angle 90° 90° MW �X Calculated at 90 °intervals 1801+00 270° 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 0.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates(in) X Y X Y 1 -544.72 145.0 0.0 145.0 -15.5 6.5 2 -544.72 145.0 0.0 145.0 15.5 6.5 3 258.15 145.0 0.0 145.0 -15.5 -6.5 4 258.15 145.0 0.0 145.0 15.5 -6.5 •� .. Y _ o X COG SETAT75%OF IBC HrTO BE j- CONSERVATIVE Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 6 DEWALT CVH-CT-Bed 10/29/2024 hslab 5 in hmin 4.750 in Edge Cx- oo in Crum 1.750 in Edge Cx+ oo in cagy 7.990 in Edge Cy- oo in smin 2.500 in Edge Cy+ 8 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 7 DEWALT. CVH-CT-Bed 10/29/2024 Seismic Force Parameters ASCE 7-16 Equations Fp=(0.4apSDSWp)/(Rp/Ip) (1+2(z/h)) Q0 Eqn 13.3-1 Fp min=0.3SDSIpWp Eqn 13.3-2 Fp,max= 1.6SDSIpWp Eqn 13.3-3 F,_(0.2SDSWp) Eqn 13.3.1.2 Variables/Coefficients SDS Spectral Acceleration 0.826 g Table 11.4.4 Rp Response Modification Factor 2.5 Table 13.6-1 a Component Amplification Factor 1 Table 13.6-1 Ip Component Importance Factor 1.5 Table 13.3.1 Wp Component Operating Weight 780 lbs z Component Height in Structure 6 ft h Mean Roof Height 14.5 ft L20 Overstrength Factor 2 Table 13.6-1 Results Fp Horizontal Seismic Design Force 579.85 lb Fp/Wp Horizontal Seismic Design Acceleration 0.37 g Fv Vertical Seismic Design Force 128.86 lb Fv/Wp Vertical Seismic Design Acceleration 0.17 9 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 8 DEWALT CVH-CT-Bed 10/29/2024 1 l.Design Proof Tension Loading A Reference Steel Strength: t N ACI 318-1917.6.1 v � e a Variables - n 6n N sa (Ib) Q 8230.2 0.75 Results cpNsa = 6173.0 lb NUa = 258.2 lb Table 17.5.2 Utilization — 4.2% Concrete Breakout Strength rN ACI 318-1917.6.2 0 0. 1 Equations e1 ' a s aa� Ncbg=(ANc/ANcO)'Wec,N 'Wed N 'Wc,N 'Wcp,N 'Nb Eqn. 17.6.2.1b Nb=kC • Xa• (f c)O.5 • hefl.5 Eqn. 17.6.2.2.1 Variables ANc (in") ANcO (in") Tec,N Ted,N Tc,N Tcp,N 220.500 110.250 1.000 1.000 1.000 1.000 Cac (in) kc ka f c (psi) hef (in) Camin (in) 7.990 17.000 1.000 2500 3.500 8.000 Nb (lb) T (Pseis 5565.7 1.00 0.750 Results yNcbg = 5427.0 lb NUa = 516.0 lb Utilization = 9.5% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 9 DEWALT CVH-CT-Bed 10/29/2024 Bond Strength: t aN ACI 318-19 17.6.5 Equations Nag—(ANa/ANao)'Tec,Na'Ted,Na"Wcp,Na'Tba Eqn. 17.6.5.1b Nba=ka'Tk,cr'n'da'hef Eqn. 17.6.5.2.1 Variables Av,I (in,) ANaO (in2) Tec,Na TedNa Tcp,Na 316.000 158.000 1.000 1.000 1.000 ka TK,cr hef (in) TeNa (in) Cac (in) Camin (in) 1.000 1206.000 3.500 6.285 7.990 8.000 Nba (lb) T g Na N Ts eis 6630.330 1.000 0.65 0.750 Results yN ag = 6465.0 lb Nua = 516.0 lb Utilization = 8.0% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 10 DEWALT CVH-CT-Bed 10/29/2024 12.Design Proof Shear Loading Steel Strength: v ACI 318-19 17.7.1 Variables V sa,eq (lb) cp 4938.1 0.65 Results TVsa eq = 2568.0 lb VUa = 145.0 lb Table 17.5.2 Utilization = 5.6% Concrete Breakout Strength v ACI 318-19 17.7.2 Equations ,. a r4 Vcbg=(Avc/AVc0)'�ec,V 'Wed V'Wc,V'Wh,v 'Vb Eqn. 17.7.2.1b Vb=(7.(le/da)0.2.da0.5 .ka.(fc)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1a Vb=9.Xa.(fe)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1b Variables Ave (in2) AVc0 (iW) `Pec,V Tcd,V Tc,V Th,V 470.000 1984.500 1.000 1.000 1.200 2.510 Ta v le da (in) ka f c (psi) cal (in) 1.000 3.500 0.500 1.000 2500 21.000 Vb (lb) Q 35148.1 0.70 Results TVcbg = 17551.0 lb Direction = Y+ VUa = 580.0 lb Utilization = 3.3% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 11 DEWALT CVH-CT-Bed 10/29/2024 Pryout Strength: v ACI 318-19 17.7.3 d � a Equations o- d e`d Vcpg—kep•Ncpg Eqn. 17.7.3.1b Ncbg—(ANc/ANcO) Wec,N'Wed,N'Wc,N'Wcp,N Nb Eqn. 17.6.2.1b Variables ANc (in 2) ANCO (in2) Tec,N Ted,N Tc,N Tcp,N 441,000 110.250 1.000 1.000 1.000 1.000 cac (in) kc ka hef (in) f c (Psi) Camin (in) 7.990 17.000 1.000 3.500 2500 8.000 Nb (lb) kep Ncp9 (lb) tp 5565.7 2.000 22262.9 0.70 Results (PVcpg = 31168.0 lb Vua = 580.0 lb Utilization = 1.9% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 12 DEWAL. a CVH-CT-Bed 10/29/2024 13.Interaction of Tension and Shear Loads ACI 318-19 17.8 Equations (((Nua/(p.Nn)+(Vua Vn))/1.2)<= 1.0 Egn. 17.8.3 Variables Nua/(tp-Nu) Vua/((P-Vn) 0.095 0.056 Results 0.028 <_ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 1 DEWAL. . CVH-CT-Power Station 10/29/2024 . roject Information Company: Facet Project Engineer: PG Address: ---Washington 99208 Phone: M: -P:- Email: pgermanovich@facetnw.com Project Name: CVH CT Scanner Project Address: Untitled Notes: 2.Selected Anchor Information Selected Anchor : Purel l0+ Brand: DEWALT Material: 1/2"G Threaded Rod ASTM F1554 GR36/A36 Embedment: hef 3.5 in hnom 3.5 in Approval Report: ICC-ES ESR-3298 Issued/Revision: Jul,2024 - Drill method: Hammer Drilled .Design Principles Design Method: ACI 318-19 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 2 DEWALT CVH-CT-Power Station 10/29/2024 . ase Material Information Concrete: Type: Cracked Normal Weight Concrete Strength 2500 psi Reinforcement: Edge >=#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.01 in Length 36.7 in Width 44.25 in Standoff None Height 0 in Strength 36000 psi Profile: Hole Condition: Dry Hole In-Service Temperaturen Long Term: 110 OF Short Term: 130 OF Sustained Loading: 0 Short-term Loading only:: False Closely Spaced Adhesive Anchors:: False Torqued Anchor Bolt: False Concrete Covers: Base Cover: 0.25 in End Cover: 0.25 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 3 DEWALT CVH-CT-Power Station 10/29/2024 .Equipment information Weight,Wp: 4470 Dimensions: Length44.25 inWidth36.7 inHeight74 in Center of Gravity: CGx 0 in CGy 0 in CGz 55.5 in Surface: Moderately Smooth .Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) utilization Status Critical Steel Strength 2060.52 6173 0.334 OK Concrete Breakout Strength 4121 5427.000 0.759 OK Controls Bond Strength: 4121 6465 0.637 OK Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 831 2568 0.324 OK Controls Concrete Breakout Strength 0 0 0.000 OK Pullout Strength 3323 31168 0.107 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 4 DEWAL. . CVH-CT-Power Station 10/29/2024 ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 5 DEWAL. . CVH-CT-Power Station 10/29/2024 .Load Condition Design Loads/Actions Z Nu -3284.56 lb Vux 0.00 lb Vuy 3323.00 lb �k Y Muz 0.00 in-lb Mux -184426.39 in-lb Muy 0.00 in-lb �MW 14.1 .�My IG- Critical Loading Seismic Critical Angle 90° 90° MW �X Calculated at 90 °intervals 1801+00 2701 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 0.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates(in) X Y X Y 1 -3702.80 830.7 0.0 830.7 -23.6 16.0 2 -3702.80 830.7 0.0 830.7 23.6 16.0 3 2060.52 830.7 0.0 830.7 -23.6 -16.0 4 2060.52 830.7 0.0 830.7 23.6 -16.0 o �z p Y u - IBC Hf TO BE _ J25 WNSERVAIlVE Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 6 DEWALT CVH-CT-Power Station 10/29/2024 hslab 5 in hmin 4.750 in Edge Cx- oo in Crum 1.750 in Edge Cx+ oo in cagy 7.990 in Edge Cy- oo in smin 2.500 in Edge Cy+ 00 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 7 DEWALT. CVH-CT-Power Station 10/29/2024 Seismic Force Parameters ASCE 7-16 Equations Fp=(0.4apSDSWp)/(Rp/Ip) (1+2(z/h)) Q0 Eqn 13.3-1 Fp min=0.3SDSIpWp Eqn 13.3-2 Fp,max= 1.6SDSIpWp Eqn 13.3-3 F,_(0.2SDSWp) Eqn 13.3.1.2 Variables/Coefficients SDS Spectral Acceleration 0.826 g Table 11.4.4 Rp Response Modification Factor 2.5 Table 13.6-1 a Component Amplification Factor 1 Table 13.6-1 Ip Component Importance Factor 1.5 Table 13.3.1 Wp Component Operating Weight 4470 lbs z Component Height in Structure 6 ft h Mean Roof Height 14.5 ft L20 Overstrength Factor 2 Table 13.6-1 Results Fp Horizontal Seismic Design Force 3323.00 lb Fp/Wp Horizontal Seismic Design Acceleration 0.37 g Fv Vertical Seismic Design Force 738.44 lb Fv/Wp Vertical Seismic Design Acceleration 0.17 9 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 8 DEWALT CVH-CT-Power Station 10/29/2024 1 l.Design Proof Tension Loading A Reference Steel Strength: t N ACI 318-1917.6.1 v � e a Variables - n 6n N sa (Ib) Q 8230.2 0.75 Results cpNsa = 6173.0 lb NUa = 2060.5 lb Table 17.5.2 Utilization — 33.4% Concrete Breakout Strength rN ACI 318-1917.6.2 0 0. 1 Equations e1 ' a s aa� Ncbg=(ANc/ANcO)'Wec,N 'Wed N 'Wc,N 'Wcp,N 'Nb Eqn. 17.6.2.1b Nb=kC • Xa• (f c)O.5 • hefl.5 Eqn. 17.6.2.2.1 Variables ANc (in") ANcO (in") Tec,N Ted,N Tc,N Tcp,N 220.500 110.250 1.000 1.000 1.000 1.000 Cac (in) kc ka f c (psi) hef (in) Camin (in) 7.990 17.000 1.000 2500 3.500 co Nb (lb) T (Pseis 5565.7 1.00 0.750 Results yNcbg = 5427.0 lb NUa = 4121.0 lb Utilization = 75.9% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 9 DEWALT CVH-CT-Power Station 10/29/2024 Bond Strength: t aN ACI 318-19 17.6.5 s A 4 Equations A• to Nag—(ANa/ANao)'Tec,Na'Ted,Na Tcp,Na Tba Eqn. 17.6.5.1b Nba=Xa'Tk,cr'n'da'hef Eqn. 17.6.5.2.1 Variables Av,I (in,) ANaO (in2) Tec,Na TedNa Tcp,Na 316.000 158.000 1.000 1.000 1.000 ka TK,cr hef (ill) TeNa (in) Cac (in) Camin (in) 1.000 1206.000 3.500 6.285 7.990 00 N ba (lb) T g Na N TS eis 6630.330 1.000 0.65 0.750 Results yN ag = 6465.0 lb Nua = 4121.0 lb Utilization = 63.7% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 10 DEWALT CVH-CT-Power Station 10/29/2024 12.Design Proof Shear Loading Steel Strength: v ACI 318-19 17.7.1 Variables 19i V sa,eq (lb) cp 4938.1 0.65 Results TVsa eq = 2568.0 lb Vua = 831.0 lb Table 17.5.2 Utilization = 32.4% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 11 DEWALT CVH-CT-Power Station 10/29/2024 Pryout Strength: ACI 318-19 17.7.3 a a Equations o- a Oab Vcpg—kep•Ncpg Eqn. 17.7.3.1b Ncbg—(ANc/ANcO) Wec,N'Wed,N'Wc,N'Wcp,N Nb Eqn. 17.6.2.1b Variables ANc (in 2) ANCO (in") Tec,N Ted,N Tc,N Tcp,N 441,000 110.250 1.000 1.000 1.000 1.000 cac (in) kc ka hef (in) f e (Psi) Camin (in) 7.990 17.000 1.000 3.500 2500 00 Nb (lb) kcp Ncp9 (lb) tp 5565.7 2.000 22262.9 0.70 Results (PVcpg = 31168.0 lb Vua = 3323.0 lb Utilization = 10.7% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 12 DEWAL. a CVH-CT-Power Station 10/29/2024 13.Interaction of Tension and Shear Loads ACI 318-19 17.8 Equations (((Nua/<P•Nn)+(Vua/T•Vn))/1.2)<= 1.0 Egn. 17.8.3 Variables Nua/(tp-Nn) Vua/((P.Vn) 0.759 0.324 Results 0.785 <_ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT. COMPETITIVE COMPARISON ANCHORS & FASTENERS 6L- Purel 1 VS. Hilti* RE 500 V3 VS. Simpson* SET-3G 1 r,7 TM ! I ANCFK)RAGE DESIGN WAS DOME FOR DEWALTPURE 110+.SFEPCCEMBIE SUBS:MUIIONS Product Name RE500 Company DEWALT Hilti' Simpson" Description Adhesive Anchoring System Adhesive Anchoring System Adhesive Anchoring System Size Range(inch) 3/8,1/2,5/8,3/4,7/8,1,1-1/4 3/8,1/2,5/8,3/4,7/8,1,1-1/4 3/8,1/2,5/8,3/4,7/8,1,1-1/4 #3,#4,#5,#6,#7,#8,#9,#10 #3,#4,#5,#6,#7,#8,#9,#10 #3,#4,#5,#6,#7,#8,#10 ICC-ES ESR(concrete) ESR-3298 ESR-3814 ESR-4057 Revision Date 2017 July 2017 January 2018 April Cracked Concrete Yes Yes Yes Seismic Approval in Concrete Yes Yes Yes Post-Installed Rebar Design Yes Yes No LEED Yes Yes Yes VOC Yes Yes Yes NSF 61 (p otable drinking water) Yes Yes Yes Hilt!is a registered trademark of Hilt!Corporation SET-3G and Simpson are registered trademarks of Simpson Strong-Tie Company Inc. Factored Sustained Tension Loads Cracked Concrete LBS 20000 2500 psi,Rod ASTM A193 Grade B7 18000 Dry concrete,sustained loading and periodic 16000 special inspection 14000 Pure110+ Bond Strength Values 12000 at 110°F Long-term Temp, 140T Short-term Temp 10000 ■RE500V3 Bond Strength Values 8000 at 110°F Long-term Temp, 130T Short-term Temp 6000 ■SET-3G 4000 - Bond Strength Values at 110`F Long-term Temp, 160T Short-term Temp 2000 0 0 Anchor(inches) 1/2 1/2 5/8 518 3/4 3/4 7/8 7/8 1 1 hef(inches) 4 6 5 7-1/2 6 9 7 10-1/2 8 12 Factored Shear Loads Cracked Concrete LBS 15000 2500 psi,Rod ASTM 13500 A193 Grade B7 Dry concrete,sustained 12000 - loading and periodic special inspection 10500 Pure110+ 9000 Bond Strength Values at 110°F Long-term Temp, 7500 140T Short-term Temp 6000 ■RE500V3 Bond Strength Values at 110°F Long-term Temp, 4500 130T Short-term Temp 3000 ■SEr-3G Bond Strength Values at 110°F Long-term Temp, 1500 160T Short-term Temp 0 0 Anchor(inches) 1/2 1/2 5/8 5/8 3/4 3/4 7/8 7/8 1 1 het(inches) 4 6 5 7-1/2 6 SFACET7 10-1/2 8 12 Source:ESR-3298(Revised:2017 July),ESR-3814(Revised:2017 January),ESR-4057(Revised:2018 April) ENS TP CJ SLAB DESIGN CHECKS General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Gantry Code References Calculations per ACI 318-19, IBC 2021, SDPWS 2021 Load Combinations Used :ASCE 7-22/IBC 2024 (L-100psf) General Information Material Properties Soil Design Values f'c: Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy: Rebar Yield = 40.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 8.0 ft Length parallel to Z-Z Axis = 5.0 ft Z Footing Thickness = 5.0 in Pedestal dimensions... X o X px: parallel to X-X Axis = 72.0 in LO pz: parallel to Z-Z Axis 22.0 in Height in M Rebar Centerline to Edge of Concrete... at Bottom of footing = 2.50 in N 0 m Reinforcing 8 ZO" w Bars parallel to X-X Axis Number of Bars - 4.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 6.0 Reinforcing Bar Size = # 4 4_#4 Bars = 6-#4 Bars Bandwidth Distribution Check (ACI 15.4.4.2) xx Section Looking to+z — — ' Z-Z Section Looking to+X Direction Requiring Closer Separation Bars along Z-Z Axis #Bars required within zone 76.9% #Bars required on each side of zone 23.1 % Applied Loads D Lr L S W E H P:Column Load = 2.855 0.4720 k OB:Overburden = ksf M-xx = 10.330 k-ft M-zz = 10.330 k-ft V-x = 2.122 k V-z = 2.122 k General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Gantry DESIGN SUMMARY - . • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.7420 Soil Bearing 1.113 ksf 1.50 ksf +0.60D+0.70E about X-X axis PASS 1.113 Overturning-X-X 7.850 k-ft 8.734 k-ft +0.60D+0.70E PASS 1.780 Overturning-Z-Z 7.850 k-ft 13.974 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1309 Z Flexure(+X) 0.1492 k-f/ft 1.140 k-ft/ft +0.90D+E PASS 0.04377 Z Flexure(-X) 0.04988 k-f/ft 1.140 k-ft/ft +1.40D PASS 0.6862 X Flexure(+Z) 0.7356 k-f/ft 1.072 k-ft/ft +0.90D+E PASS 0.1168 X Flexure(-Z) 0.1252 k-f/ft 1.072 k-ft/ft +1.40D PASS 0.1498 1-way Shear(+X) 7.852 psi 52.415 psi +0.90D+E PASS 0.05084 1-way Shear(-X) 2.665 psi 52.415 psi +1.40D PASS 0.3742 1-way Shear(+Z) 19.198 psi 51.299 psi +0.90D+E PASS 0.09090 1-way Shear(-Z) 4.663 psi 51.299 psi +1.40D PASS 0.08393 2-way Punching 7.884 psi 93.939 psi +1.20D+E Top reinforcing mat required(see'Bending'tab). A Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X, D Only 1.50 n/a 0.0 0.1318 0.1318 n/a n/a 0.088 X-X, +0.60D 1.50 n/a 0.0 0.07908 0.07908 n/a n/a 0.053 X-X, +D+0.70E 1.50 n/a 16.815 0.0 0.4217 n/a n/a 0.281 X-X, +D+0.5250E 1.50 n/a 12.80 0.0 0.3190 n/a n/a 0.213 X-X, +0.60D+0.70E 1.50 n/a 26.965 0.0 1.113 n/a n/a 0.742 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.1318 0.1318 0.088 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.07908 0.07908 0.053 Z-Z, +D+0.70E 1.50 16.815 n/a n/a n/a 0.0 0.2859 0.191 Z-Z, +D+0.5250E 1.50 12.80 n/a n/a n/a 0.02870 0.2473 0.165 Z-Z, +0.60D+0.70E 1.50 26.965 n/a n/a n/a 0.0 0.2637 0.176 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 7.850 k-ft 14.005 k-ft 1.784 OK X-X, +D+0.5250E 5.887 k-ft 13.799 k-ft 2.344 OK X-X, +0.60D+0.70E 7.850 k-ft 8.734 k-ft 1.113 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 7.850 k-ft 22.408 k-ft 2.855 OK Z-Z, +D+0.5250E 5.887 k-ft 22.078 k-ft 3.750 OK Z-Z, +0.60D+0.70E 7.850 k-ft 13.974 k-ft 1.780 OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.1252 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.40D 0.1252 -Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D 0.1073 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D 0.1073 -Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +0.90D 0.08051 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +0.90D 0.08051 -Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D+E 0.5713 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D+E 0.09087 -Z Top 0.1080 ACI 7.6.1.1 0.150 0.8471 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Gantry Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +0.90D+E 0.7356 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +0.90D+E 0.06815 -Z Top 0.1080 ACI 7.6.1.1 0.150 0.8471 OK Z-Z,+1.40D 0.04988 -X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+1.40D 0.04988 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+1.20D 0.04276 -X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+1.20D 0.04276 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+0.90D 0.03207 -X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+0.90D 0.03207 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z, +1.20D+E 0.03619 -X Top 0.1080 ACI 7.6.1.1 0.160 0.8998 OK Z-Z, +1.20D+E 0.1472 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z, +0.90D+E 0.02714 -X Top 0.1080 ACI 7.6.1.1 0.160 0.8998 OK Z-Z, +0.90D+E 0.1492 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 2.67 psi 2.67 psi 2.67 psi 52.42 psi 0.05 OK +1.20D 2.28 psi 2.28 psi 2.28 psi 52.42 psi 0.04 OK +0.90D 1.71 psi 1.71 psi 1.71 psi 52.42 psi 0.03 OK +1.20D+E 1.93 psi 7.77 psi 7.77 psi 52.42 psi 0.15 OK +0.90D+E 1.45 psi 7.85 psi 7.85 psi 52.42 psi 0.15 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 4.66 psi 4.66 psi 4.66 psi 51.30 psi 0.09 OK +1.20D 4.00 psi 4.00 psi 4.00 psi 51.30 psi 0.08 OK +0.90D 3.00 psi 3.00 psi 3.00 psi 51.30 psi 0.06 OK +1.20D+E 3.38 psi 19.18 psi 19.18 psi 51.30 psi 0.37 OK +0.90D+E 2.54 psi 19.20 psi 19.20 psi 51.30 psi 0.37 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 5.56 psi 93.94psi 0.05914 OK +1.20D 4.76 psi 93.94psi 0.05069 OK +0.90D 3.57 psi 93.94psi 0.03802 OK +1.20D+E 7.88 psi 93.94psi 0.08393 OK +0.90D+E 7.52 psi 93.94psi 0.08 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Bed Code References Calculations per ACI 318-19, IBC 2021, SDPWS 2021 Load Combinations Used :ASCE 7-22/IBC 2024 (L-100psf) General Information Material Properties Soil Design Values f'c: Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy: Rebar Yield = 40.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 3.0 ft Length parallel to Z-Z Axis = 3.0 ft Z Footing Thickness = 5.0 in i Pedestal dimensions... X X px: parallel to X-X Axis = 30.0 in o - pz: parallel to Z-Z Axis 12.0 in co Height in Rebar Centerline to Edge of Concrete... at Bottom of footing = 2.50 in N 0 Z rn Reinforcing 3'0" TLU Bars parallel to X-X Axis Number of Bars - 3.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 4.0 3-#4 Bars 4-#4 Bars Reinforcing Bar Size = # 4 Bandwidth Distribution Check (AC I 15.4.4.2) N N Direction Requiring Closer Separation X-X Section Looking to+Z Z-Z Section Looking to+X n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 0.780 0.1290 k OB:Overburden = ksf M-xx = 0.9440 k-ft M-zz = 0.9440 k-ft V-x = 0.580 k V-z = 0.580 k General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Bed DESIGN SUMMARY - . • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2312 Soil Bearing 0.3468 ksf 1.50 ksf +0.60D+0.70E about Z-Z axis PASS 1.599 Overturning-X-X 0.830 k-ft 1.327 k-ft +0.60D+0.70E PASS 1.599 Overturning-Z-Z 0.830 k-ft 1.327 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.009109 Z Flexure(+X) 0.01281 k-f/ft 1.406 k-ft/ft +0.90D+E PASS 0.002693 Z Flexure(-X) 0.003786 k-f/ft 1.406 k-ft/ft +1.40D PASS 0.09358 X Flexure(+Z) 0.1715 k-f/ft 1.833 k-ft/ft +0.90D+E PASS 0.03310 X Flexure(-Z) 0.06066 k-f/ft 1.833 k-ft/ft +1.40D PASS 0.007597 1-way Shear(+X) 0.4290 psi 56.462 psi +0.90D+E PASS 0.002149 1-way Shear(-X) 0.1213 psi 56.462 psi +1.40D PASS 0.1371 1-way Shear(+Z) 8.522 psi 62.145 psi +0.90D+E PASS 0.05076 1-way Shear(-Z) 3.155 psi 62.145 psi +1.40D PASS 0.02651 2-way Punching 3.046 psi 114.894 psi +1.20D+E Top reinforcing mat required(see'Bending'tab). A Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X, D Only 1.50 n/a 0.0 0.1471 0.1471 n/a n/a 0.098 X-X, +0.60D 1.50 n/a 0.0 0.08825 0.08825 n/a n/a 0.059 X-X, +D+0.70E 1.50 n/a 7.043 0.0 0.3423 n/a n/a 0.228 X-X, +D+0.5250E 1.50 n/a 5.368 0.01766 0.2916 n/a n/a 0.194 X-X, +0.60D+0.70E 1.50 n/a 11.260 0.0 0.3468 n/a n/a 0.231 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.1471 0.1471 0.098 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.08825 0.08825 0.059 Z-Z, +D+0.70E 1.50 7.043 n/a n/a n/a 0.0 0.3423 0.228 Z-Z, +D+0.5250E 1.50 5.368 n/a n/a n/a 0.01766 0.2916 0.194 Z-Z, +0.60D+0.70E 1.50 11.260 n/a n/a n/a 0.0 0.3468 0.231 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 0.830 k-ft 2.121 k-ft 2.556 OK X-X, +D+0.5250E 0.6225 k-ft 2.087 k-ft 3.353 OK X-X, +0.60D+0.70E 0.830 k-ft 1.327 k-ft 1.599 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 0.830 k-ft 2.121 k-ft 2.556 OK Z-Z, +D+0.5250E 0.6225 k-ft 2.087 k-ft 3.353 OK Z-Z, +0.60D+0.70E 0.830 k-ft 1.327 k-ft 1.599 OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.06066 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.40D 0.06066 -Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D 0.0520 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D 0.0520 -Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +0.90D 0.0390 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +0.90D 0.0390 -Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D+E 0.1671 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D+E 0.03369 -Z Top 0.1080 ACI 7.6.1.1 0.2667 1.433 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Bed Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +0.90D+E 0.1715 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +0.90D+E 0.02719 -Z Top 0.1080 ACI 7.6.1.1 0.2667 1.433 OK Z-Z,+1.40D 0.003786 -X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+1.40D 0.003786 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+1.20D 0.003245 -X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+1.20D 0.003245 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+0.90D 0.002434 -X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+0.90D 0.002434 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z, +1.20D+E 0.002262 -X Top 0.1080 ACI 7.6.1.1 0.20 1.106 OK Z-Z, +1.20D+E 0.01194 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z, +0.90D+E 0.001697 -X Top 0.1080 ACI 7.6.1.1 0.20 1.106 OK Z-Z, +0.90D+E 0.01281 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 0.12 psi 0.12 psi 0.12 psi 56.46 psi 0.00 OK +1.20D 0.10 psi 0.10 psi 0.10 psi 56.46 psi 0.00 OK +0.90D 0.08 psi 0.08 psi 0.08 psi 56.46 psi 0.00 OK +1.20D+E 0.07 psi 0.40 psi 0.40 psi 56.46 psi 0.01 OK +0.90D+E 0.05 psi 0.43 psi 0.43 psi 56.46 psi 0.01 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 3.16 psi 3.16 psi 3.16 psi 62.15 psi 0.05 OK +1.20D 2.70 psi 2.70 psi 2.70 psi 62.15 psi 0.04 OK +0.90D 2.03 psi 2.03 psi 2.03 psi 62.15 psi 0.03 OK +1.20D+E 1.74 psi 8.40 psi 8.40 psi 62.15 psi 0.14 OK +0.90D+E 1.41 psi 8.52 psi 8.52 psi 62.15 psi 0.14 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 2.97 psi 114.89 psi 0.02588 OK +1.20D 2.55 psi 114.89 psi 0.02219 OK +0.90D 1.91 psi 114.89 psi 0.01664 OK +1.20D+E 3.05 psi 114.89 psi 0.02651 OK +0.90D+E 3.01 psi 114.89 psi 0.02623 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Power Supply No Overstrength Code References Calculations per ACI 318-19, IBC 2021, SDPWS 2021 Load Combinations Used :ASCE 7-22/IBC 2024 (L-100psf) General Information Material Properties Soil Design Values f'c: Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy: Rebar Yield = 40.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 6.0 ft Length parallel to Z-Z Axis = 4.50 ft Z Footing Thickness = 5.0 in Pedestal dimensions... X x px: parallel to X-X Axis = 33.0 in v pz: parallel to Z-Z Axis 44.0 in Height in Rebar Centerline to Edge of Concrete... ;' at Bottom of footing = 2.50 in y 0 ar Reinforcing 6-0" W Bars parallel to X-X Axis Number of Bars - 10.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 7.0 Reinforcing Bar Size = # 4 10-#4 Bars = 7-#4Bars Bandwidth Distribution Check (AC I 15.4.4.2) ------ C- X-X Section Looking to+Z N ' Direction Requiring Closer Separation Z-Z section Looking to+x Bars along Z-Z Axis #Bars required within zone 85.7% #Bars required on each side of zone 14.3% Applied Loads D Lr L S W E H P:Column Load = 4.470 0.740 k OB:Overburden = ksf M-xx = 9.046 k-ft M-zz = 9.046 k-ft V-x = 3.323 k V-z = 3.323 k General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Power Supply No Overstrength DESIGN SUMMARY - . • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.6065 Soil Bearing 0.9098 ksf 1.50 ksf +0.60D+0.70E about X-X axis PASS 1.288 Overturning-X-X 7.301 k-ft 9.402 k-ft +0.60D+0.70E PASS 1.717 Overturning-Z-Z 7.301 k-ft 12.536 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2547 Z Flexure(+X) 0.7306 k-f/ft 2.869 k-ft/ft +1.20D+E PASS 0.1067 Z Flexure(-X) 0.3060 k-f/ft 2.869 k-ft/ft +1.40D PASS 0.05618 X Flexure(+Z) 0.09112 k-f/ft 1.622 k-ft/ft +0.90D+E PASS 0.01240 X Flexure(-Z) 0.02010 k-f/ft 1.622 k-ft/ft +1.40D PASS 0.3446 1-way Shear(+X) 25.394 psi 73.681 psi +1.20D+E PASS 0.1510 1-way Shear(-X) 11.125 psi 73.681 psi +1.40D PASS 0.1349 1-way Shear(+Z) 8.020 psi 59.439 psi +0.90D+E PASS 0.02925 1-way Shear(-Z) 1.738 psi 59.439 psi +1.40D PASS 0.09350 2-way Punching 9.150 psi 97.866 psi +1.20D+E Top reinforcing mat required(see'Bending'tab). A Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X, D Only 1.50 n/a 0.0 0.2260 0.2260 n/a n/a 0.151 X-X, +0.60D 1.50 n/a 0.0 0.1356 0.1356 n/a n/a 0.090 X-X, +D+0.70E 1.50 n/a 13.237 0.0 0.6371 n/a n/a 0.425 X-X, +D+0.5250E 1.50 n/a 10.126 0.0 0.5101 n/a n/a 0.340 X-X, +0.60D+0.70E 1.50 n/a 20.967 0.0 0.9098 n/a n/a 0.607 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.2260 0.2260 0.151 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.1356 0.1356 0.090 Z-Z, +D+0.70E 1.50 13.237 n/a n/a n/a 0.0 0.5142 0.343 Z-Z, +D+0.5250E 1.50 10.126 n/a n/a n/a 0.03957 0.4412 0.294 Z-Z, +0.60D+0.70E 1.50 20.967 n/a n/a n/a 0.0 0.4902 0.327 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 7.301 k-ft 14.893 k-ft 2.040 OK X-X, +D+0.5250E 5.476 k-ft 14.602 k-ft 2.667 OK X-X, +0.60D+0.70E 7.301 k-ft 9.402 k-ft 1.288 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 7.301 k-ft 19.858 k-ft 2.720 OK Z-Z, +D+0.5250E 5.476 k-ft 19.469 k-ft 3.555 OK Z-Z, +0.60D+0.70E 7.301 k-ft 12.536 k-ft 1.717 OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.02010 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.40D 0.02010 -Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D 0.01723 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D 0.01723 -Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +0.90D 0.01292 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +0.90D 0.01292 -Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D+E 0.07102 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D+E 0.006288 -Z Top 0.1080 ACI 7.6.1.1 0.2333 1.272 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Power Supply No Overstrength Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +0.90D+E 0.09112 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +0.90D+E 0.004716 -Z Top 0.1080 ACI 7.6.1.1 0.2333 1.272 OK Z-Z,+1.40D 0.3060 -X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+1.40D 0.3060 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+1.20D 0.2623 -X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+1.20D 0.2623 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+0.90D 0.1967 -X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+0.90D 0.1967 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z, +1.20D+E 0.08635 -X Top O.OAs Req'd>Max Allo 0.4444 0.0 OK Z-Z, +1.20D+E 0.7306 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z, +0.90D+E 0.07179 -X Top O.OAs Req'd>Max Allo 0.4444 0.0 OK Z-Z, +0.90D+E 0.7221 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 11.13 psi 11.13 psi 11.13 psi 73.68 psi 0.15 OK +1.20D 9.54 psi 9.54 psi 9.54 psi 73.68 psi 0.13 OK +0.90D 7.15 psi 7.15 psi 7.15 psi 73.68 psi 0.10 OK +1.20D+E 2.77 psi 25.39 psi 25.39 psi 73.68 psi 0.34 OK +0.90D+E 2.61 psi 24.76 psi 24.76 psi 73.68 psi 0.34 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 1.74 psi 1.74 psi 1.74 psi 59.44 psi 0.03 OK +1.20D 1.49 psi 1.49 psi 1.49 psi 59.44 psi 0.03 OK +0.90D 1.12 psi 1.12 psi 1.12 psi 59.44 psi 0.02 OK +1.20D+E 0.54 psi 6.21 psi 6.21 psi 59.44 psi 0.10 OK +0.90D+E 0.41 psi 8.02 psi 8.02 psi 59.44 psi 0.13 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 8.70 psi 97.87psi 0.0889 OK +1.20D 7.46 psi 97.87psi 0.0762 OK +0.90D 5.59 psi 97.87psi 0.05715 OK +1.20D+E 9.15 psi 97.87psi 0.0935 OK +0.90D+E 8.08 psi 97.87psi 0.08251 OK CTA-53 CTA-53 Y Z,Ikx 18 16 19 12 15 14 13 1 G Lo co FMS'IING UMSIRRUT FRAME FOR C�LIl�iG } 2 MOUNHD MONITOR N 1 M7 9 �17 Facet 111RISASTabert SK-1 GT /� �NMR �T Oct 30, 2024 at 10:08 AM l�l� vMv V v Unistrutr.r3d FACET CTA-54 CTA-54 Y Z,Ikx /5k DL OF NEW MONITOR Loads: BLC 1, DL Facet 111RISASTabert SK-2 Oct 30, 2024 at 10:09 AM Dead Load Unistrutr.r3d FACET CTA-55 CTA-55 Y Z,Ikx MOMENTCASUFD BYDL OF NEW MONITOR 1.037 k- APPLIED IN EACH DUT-CHON Loads: BLC 4, DLArm1 Facet 111RISASTabert SK-4 Oct 30, 2024 at 10:10 AM Dead Load Moment Unistrutr.r3d FACET v �A t x 0 112 k SELSM[C LOADM FROMNEW MONITOR Loads.BLC 2,ELx Facet SK-1 111RISASTabert Oct 31, 2024 at 10:17 AM A NEMETSCHEK COM'-. Seismic Load Unistrutr.r3d Company Facet 10/31/2024 I'RISA Job Designer Number : STabert ChecBked By: Model Name Node Coordinates Label X ft Y ft Z ft Detach From Diaphragm 1 N1 0 0 0 2 N2 0 0 0.854 3 N3 1 0 0.854 4 N4 1 0 0 5 N6 -0.166667 0 0 6 N7 1.166667 0 0 7 N8 -0.166667 0 0.854 8 N9 1.166667 0 0.854 9 N 10 0 0 0.427 10 N12 0 4.5 0 11 N 13 1 4.5 0.854 12 N14 1 4.5 0 13 N 15 0 4.5 0.854 14 N 16 -2.25 4.5 0.427 15 N 17 3.417 4.5 0.854 16 N 18 -0.167 4.5 -2.25 17 N 19 1.167 4.5 -2.25 18 N20 0.5 0 0.427 Node Boundary Conditions Node Label X[k/in] Y[k/in] Z[k/in] 1 N 16 Reaction Reaction Reaction 2 N 15 Reaction Reaction Reaction 3 N 12 Reaction Reaction Reaction 4 N 14 Reaction Reaction Reaction 5 N 13 Reaction Reaction Reaction 6 N 17 Reaction Reaction Reaction 171 N 18 Reaction Reaction Reaction �81 N 19 Reaction Reaction Reaction Node Loads and Enforced Displacements(BLC 1 :DO Node Label L, D, M Direction Magnitude[k, k-ft , in, rad , k*s2/ft, k*s2*ft] 1 N20 L Y -0.95 RISA-31D Version 22 [Unistrutr.r3d] Page 1 Company Facet 10/31/2024 IIRISA Designer STabert 10:18:52 AM Job Number Checked By A NEMETSCHEK COMPAN Model Name Node Loads and Enforced Displacements(BLC 2:ELx) Node Label L, D, M Direction Magnitude k, k-ft , in, rad , k*sz/ft, k*sZ*ft 1 N20 L X 0.112 Node Loads and Enforced Displacements(BLC 3:ELz) Node Label L, D, M Direction Magnitude[k, k-ft , in, rad), k*s2/ft, k*s2*ft 1 N20 L Z 0.112 Node Loads and Enforced Displacements(BLC 4:DLArm1) Node Label L, D, M Direction Magnitude[k, k-ft , in, rad , k*s2/ft, k*s2*ft Ill N20 L MZ 1.037 Node Loads and Enforced Displacements(BLC 5:DLArm2) Node Label L, D, M Direction Magnitude[k, k-ft , in, rad , k*s2/ft, k*s2*ft] 1 N20 L MX -1.037 Node Loads and Enforced Displacements BLC 6:DLArm3) Node Label L, D, M Direction Magnitude k, k-ft , in, rad , k*sz/ft, k*sZ*ft 1 N20 L MZ -1.037 Node Loads and Enforced Displacements(BLC 7:DLArm4) Node Label L, D, M Direction Magnitude k, k-ft , in, rad , k*s2/ft, k*s2*ft Ill N20 I L KAY 1.037 109 LBS SHEAR ON 1/2" Envelope Node Reactions ETANS ION NCHOR Node Label X[kj LC Y k LC Z k LC MX k-ft LC MY k-ft LC MZ[k-ftj LC 1 N 16 max 0.05 7 0.218 1 0 1 0 8 0 8 0 8 2 min -0.10 1 -0.099 7 0 4 0 1 0 1 0 1 3 N15 max 0 1 0.788 4 0 1 0 8 0 8 0 8 4 min 0 4 -0.468 6 0 8 0 1 0 1 0 1 5 N12 max 0 2 0.817 2 0 2 0 8 0 8 0 8 6 min 0 5 -0.527 8 0 3 0 1 0 1 0 1 RISA-3D Version 22 [ Unistrutr.r3d] Page 2 Company Facet 10/31/2024 11RISA" Designer STabert 823 LBS OF TENSION ON 1/2" 10:18:52 AM Job Number EXPANSIONANCHOR Checked By A NEMETSCHEK COMPAN' Model Name Envelope Node Reactions(Continued) Node Label X k LC Y k LC Z k LC MX k-ft LC MY k-ft LC MZ k-ft LC 7 N 14 max 0 3 0.823 3 0 3 0 8 0 8 0 8 8 min 0 4 -0.413 5 0 4 0 1 0 1 0 1 9 N 13 max 0 2 0.697 4 0 3 0 8 0 8 0 8 10 min 0 3 -0.435 6 0 2 0 1 0 1 0 1 11 N17 max 0.094 4 0.189 4 0 3 0 8 LOCKED 0 8 121 min -0.035 6 -0.07 6 0 6 0 1 LOCKED 0 1 13 N18 max 0 2 0.073 2 0.018 8 0 8 0 8 LOCKED 14 min 0 1 -0.035 8 -0.037 2 0 1 0 1 LOCKED 15 N19 max 0 2 0.101 6 0.069 4 0 8 0 8 LOCKED 16 min 0 3 -0.139 4 -0.05 6 0 1 0 1 LOCKED 17 N8 max NC NC NC NC LOCKED LOCKED 18 min NC NC NC NC LOCKED LOCKED 19 N9 max NC NC NC NC NC LOCKED 20 min NC NC NC NC NC LOCKED 21 N6 max NC NC NC NC NC LOCKED 22 min NC NC NC NC NC LOCKED 23 N7 max NC NC NC NC NC LOCKED 24 min NC NC NC NC NC LOCKED 25 Totals: max 0.078 3 1.107 4 0.078 8 26 min -0.078 5 0.413 5 -0.078 2 Envelope Maximum Member Section Forces Member Axial[k] Loc[ft] LC Shear[k] Loc[ft] LC z Shear[k] Loc[ft] LC Torque[k-ft] Loc[ft] LC y-y Moment[k-ft] Loc[ft] LC z-z Moment[k-ft] Loc[ft] LC 1 1 M 1 max 0.035 1.333 6 0.07 1.333 6 0 1.333 8 0.021 1.167 3 0 1.333 8 0.017 0.1671 5 2 min -0.094 1.167 4 -0.189 1.167 4 0 0 1 -0.02 0.167 5 0 0 1 -0.031 1.167 4 3 M2 max 0.027 1.167 6 0.139 1.333 4 0.05 1.333 6 0.02 1.167 1 0.012 1.167 4 0.023 1.167 4 4 min -0.035 0.167 4 -0.101 1.167 6 -0.069 1.167 4 -0.02 0.167 7 -0.008 1.167 6 -0.021 0.167 3 5 M3 max 0.045 0.854 4 0 0.854 8 0 0.854 8 0.005 0.854 6 0 0.854 8 0 0.854 8 6 min 1-0.0271 0 6 0 0 1 0 0 1 -0.01 0 4 0 0 1 0 0 1 7 M4 max 0.018 0.427 5 0.109 0.854 1 0.055 0.427 1 0 0.427 8 0.023 0.427 1 0.047 0.427 1 8 min -0.025 0.427 3 -0.109 0 1 -0.055 0.436 1 -0.002 0 2 -0.011 0.427 7 -0.021 0.427 7 9 M5 max 0.468 4.5 6 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 10 min -0.788 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 11 M6 max 0.435 4.5 6 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 12 min -0.697 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 13 M7 max 4.5 5 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 14 min . -0.823 0 1 3 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 15 M8 max 8 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 823LBS OF AX[ALFORCE ON UNfS IRUTMF1MER RISA-3D Version 22 [ Unistrutr.r3d] Page 3 Company Facet 10/31/2024 IIRISA' Designer STabert 10:18:52 AM Job Number Checked By A NEMETSCHEK COMPA6, Model Name Envelope Maximum Member Section Forces(Continued) Member Axial k Loc[ftI LC v Shear[k] Loc ft LC z Shear[k] Loc ft LC Tor ue k-ft Loc ft LC y-y Moment[k-ftj Loc ft LC z-z Moment k-ft Loc ft LC 161 min -0.817 0 2 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 17 M9 max 0.111 5.031 7 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 18 min -0.244 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 19 M10 max 0.04 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 20 min -0.082 0 2 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 21 M 11 max 0.155 5.031 4 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 22 min -0.113 0 6 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 23 M12 max 0.078 5.031 6 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 24 min -0.211 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 25 M13 max 0.049 1.315 4 0.863 0.658 4 0.003 1.315 6 0.026 0.644 5 0.002 0.658 4 0.334 0.671 8 26 min -0.039 0.658 6 -0.886 0.658 2 -0.003 0.671 4 -0.027 0 3 -0.002 0.658 6 -0.582 0.658 2 27 M14 max 0.04 0.658 6 0.904 0.658 4 0.003 9&581 3 0.026 0.644 5 0.002 0.658 2 0.329 0.644 6 28 min -0.07 0 4 -0.882 0.027 0 3 -0.001 0.658 8 -0.595 0.658 4 904 LB POINT LOAD ON Envelope Member End Reactions UNBIRU'NEVIBER Member Member End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M 1 I max 0 8 0 8 0 8 0 8 0 8 0 8 2 min 0 1 0 1 0 1 0 1 0 1 0 1 3 J max 0.035 6 0.07 6 0 8 0 8 0 8 0 8 4 min -0.094 4 -0.189 4 0 1 0 1 0 1 0 1 5 M2 I max 0 8 0.073 2 0.018 8 0 8 0 8 0 8 6 min 0 1 -0.035 8 -0.037 2 0 1 0 1 0 1 7 J max 0 8 0.139 4 0.05 6 0 8 0 8 0 8 8 min 0 1 -0.101 6 -0.069 4 0 1 0 1 0 1 9 M3 I max 0.045 4 0 8 0 8 0.005 6 0 8 0 8 10 min -0.027 6 0 1 0 1 -0.01 4 0 1 0 1 11 J max 0.045 4 0 8 0 8 0.005 6 0 8 0 8 12 min -0.027 6 0 1 0 1 -0.01 4 0 1 0 1 13 M4 I max 0.018 5 0.05 7 0.055 1 0 8 0 8 0 8 14 min -0.025 3 -0.109 1 -0.025 7 -0.002 2 0 1 0 1 15 J max 0.018 5 0.109 1 0.025 7 0 8 0 8 0 8 16 min -0.025 3 -0.05 7 -0.055 1 -0.002 2 0 1 0 1 17 M5 I max 0.468 6 0 8 0 8 0 8 0 8 0 8 18 min -0.788 4 0 1 0 1 0 1 0 1 0 1 19 J max 0.468 6 0 8 0 8 0 8 0 8 0 8 20 min -0.788 4 0 1 0 1 0 1 0 1 0 1 21 M6 I max 0.435 6 0 8 0 8 0 8 0 8 0 8 22 min -0.697 4 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 22 [ Unistrutr.r3d] Page 4 Company Facet 10/31/2024 IIRISA Designer STabert 10:18:52 AM Job Number Checked By A NEMETSCHEK COMPAN Model Name Envelope Member End Reactions(Continued) Member Member End Axial k LC y Shear k LC z Shear[kl LC Tor ue k-ft LC v-v Moment k-ft LC z-z Moment k-ft LC 231 1 J max 0.435 6 0 8 0 8 0 8 0 8 0 8 24 min -0.697 4 0 1 0 1 0 1 0 1 0 1 25 M7 I max 0.413 5 0 8 0 8 0 8 0 8 0 8 26 min -0.823 3 0 1 0 1 0 1 0 1 0 1 27 J max 0.413 5 0 8 0 8 0 8 0 8 0 8 28 min -0.823 3 0 1 0 1 0 1 0 1 0 1 29 M8 I max 0.527 8 0 8 0 8 0 8 0 8 0 8 30 min -0.817 2 0 1 0 1 0 1 0 1 0 1 31 J max 0.527 8 0 8 0 8 0 8 0 8 0 8 32 min -0.817 2 0 1 0 1 0 1 0 1 0 1 33 M9 I max 0.111 7 0 8 0 8 0 8 0 8 0 8 34 min -0.244 1 0 1 0 1 0 1 0 1 0 1 35 J max 0.111 7 0 8 0 8 0 8 0 8 0 8 36 min -0.244 1 0 1 0 1 0 1 0 1 0 1 37 M 10 I max 0.04 8 0 8 0 8 0 8 0 8 0 8 38 min -0.082 2 0 1 0 1 0 1 0 1 0 1 39 J max 0.04 8 0 8 0 8 0 8 0 8 0 8 40 min -0.082 2 0 1 0 1 0 1 0 1 0 1 41 M11 I max 0.155 4 0 8 0 8 0 8 0 8 0 8 42 min -0.113 6 0 1 0 1 0 1 0 1 0 1 43 J max 0.155 4 0 8 0 8 0 8 0 8 0 8 44 min -0.113 6 0 1 0 1 0 1 0 1 0 1 45 M 12 I max 0.078 6 0 8 0 8 0 8 0 8 0 8 46 min -0.211 4 0 1 0 1 0 1 0 1 0 1 47 J max 0.078 6 0 8 0 8 0 8 0 8 0 8 48 min -0.211 4 0 1 0 1 0 1 0 1 0 1 49 M 13 I max 0.039 3 0.863 4 0.001 7 0.026 5 0 8 0 8 50 min -0.031 5 -0.496 6 -0.002 1 -0.027 3 0 1 0 1 51 J max 0.049 4 0.519 8 0.003 6 0.026 7 0 8 0 8 52 min -0.039 6 -0.886 2 -0.003 4 -0.027 1 0 1 0 1 53 M 14 1 max 0.04 6 0.904 4 0.003 3 0.026 5 0 8 0 8 54 min -0.07 4 -0.511 6 -0.001 5 -0.027 3 0 1 0 1 55 J max 0.017 7 0.489 8 0.002 8 0.026 7 0 8 0 8 56 min -0.046 1 -0.882 2 -0.003 2 -0.027 1 0 1 0 1 RISA-3D Version 22 [ Unistrutr.r3d] Page 5 Company Facet 10/31/2024 Des gner I'RISA Job INu Number : STabert ChecBked By: Model Name Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 IBC 21/ASCE ASD 8 a Yes Y DL 1 0.2 ELX 0.7 4 1 2 IBC 21/ASCE ASD 8 b Yes Y DL 1 Sds 0.2 ELZ 0.7 5 1 3 IBC 21/ASCE ASD 8 c Yes Y DL 1 ;Sds*;D ds 0.2 ELX -0.7 6 1 4 IBC 21/ASCE ASD 8 d Yes Y DL 1 Sds 0.2 ELZ -0.7 7 1 5 IBC 21/ASCE ASD 10 a Yes Y DL 0.6 Sds*DL -0.2 ELX 0.7 4 1 6 IBC 21/ASCE ASD 10 b Yes Y DL 0.6 Sds*DL -0.2 ELZ 0.7 5 1 7 IBC 21/ASCE ASD 10 c Yes Y DL 0.6 Sds*DL -0.2 ELXL -0.7 6 1 81 IBC 21/ASCE ASD 10 d Yes Y DL 0.6 Sds*DL -0.2 ELZ -0.7 7 1 RISA-31D Version 22 [Unistrutr.r3d] Page 6 CTA-63 CTA-63 +TYP. E OONC. FILL R METAL DECK 1�' MIN. \ �' 2ND FLOOR `G�� p� " EL SEE P 1/2'0 EXP. ANCHOR BOLT, 3' MIN. a 1w. P1000T io 2-1/4'Fa6' SDS SCREWS, a� MR0050 COUPLER CH4NNEL WELD WASHER TO FITTING I / W. Ek g� I P2682 FITTING W/ NUT 6t tO CL D 8 I CRAD� CUP f I WASHER EA SIDE P1000 STIFFENER m N o i` CRADLE CUP o Q 1/2'0 THREADED ROD Lu P1000 STFFENER i= � llQIE. o e 1/2'0 THREADm ROD 10 K SELECT ANCHORAGE BASED ON OVERHEAD FLUTE CONDITION. so ( 5 VERTICAL HANGER ROD (D VERTICAL HANGER ROD 1 3 8' GLULAM GIRDER 2ND FLOOR MIN. OR PURUN SEE pup . . (E) CONCRETE FILL 2-114.OW SOS SCREWS, OVER METAL DECK WELD WASHER TO FTTIING 1/2'1 EXP. ANCHOR 1345 FITTING PI543AW r BRACE SPF-200-050 DESIGN HANGER ROD, SEE- LOAD = 2100LBS HANGER ROD•Az DEE 7/S3.0 PER UNISTRUT BRACE iPFF II .' ' CATALOG PAGE 104 FITTING - OK CElull. I CEILING EL S.A.D. EL- SAO. -CHNIEL CR 0-10ONG PLATE .AT ;AM. CHANNEL OR MOUNTING PLATE AT SIM. 6) DIAGONAL BRACE 2 DIAGONAL BRACE N.T.S. N.T.S. EX[STP,Kj'DRAWDUS OF UNISIRUTMOMER FRAME SUPPORT FACET CT"'-F1000 : P 0 i1 Channels AtkorOA-64 Urnistrvt 131000-BEAM LOADING 131001 -BEAM LOADING Dell.at Uniform Loading at Deflection Defl.at Uniform Loading at Deflection Max.Allowable Uniform Max.Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 24 3,500* 0.02 3,500* 3,500* 3,500* 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 3,190 3,190 3,190 48 850 0.22 850 760 500 48 2,396 0.13 2,390 2,390 2,390 60 680 0.35 650 480 320 60 1,910 0.20 1,910 1,910 1,620 72 560 0.50 450 340 220 72 1,600 MAX APPLIED POINT LOAD=904 LBS/ 1,130 0.5(ADJUSTMENT FACTOR)/0.85(T 84 480 0.68 330 250 160 84 1,370 FACTOR)=2127.05 LBS OK 830 96 420 0.89 250 190 130 96 1,200 0.51 1,200 950 630 108 380 1.14 200 150 100 108 1,060 0.64 1,000 750 500 120 340 1.40 160 120 80 120 960 0.79 810 610 410 144 280 2.00 110 80 60 144 800 1.14 560 420 280 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3.55 60 50 NR 192 600 2.02 320 240 160 216 190 4.58 50 40 NR 216 530 2.54 250 190 130 240 170 5.62 40 NR NR 240 480 3.16 200 150 100 P1000-COLUMN LOADING P1001 -COLUMN LOADING Max.Allowable Maximum Column Load Applied at C.G. Max.Allowable Maximum Column Load Applied at C.G. Unbraced Load at Unbraced Load Height Slot Face K=0.65 K=0.80 K=1.0 K=1.2 Height at Slot Face K=0.65 K=0.80 K=1.0 K=1.2 In Lbs Lbs Lbs Lbs Lbs In Lbs Lbs Lbs Lbs Lbs 24 3,550 10,740 9,890 8,770 7,740 24 6,430 24,280 23,610 22,700 21,820 _ 36 3,190 8,910 7,740 6,390 5,310 36 6,290 22,810 21,820 20,650 19,670 _ 4 7 0 Y.Yv7 0 0 60 3 0 48 6,160 21,410 20,300 18,670 16,160 60 2,380 5,910 4,690 3,630 2,960 60 6,000 20,210 18,670 15,520 12,390 _ 0 72 5,620 18,970 16,160 12,390 8,950 84 1, 0 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 96 1,6 0 110 1,660 96 4,690 14,890 11,190 7,250 5,040 108 1,510 MAXAPPLIED AXIAL=823 LBS OK 810 108 4,170 12,850 8,950 5,730 3,980 120 1,380 2,700 2,110 ** 120 3,690 10,900 7,250 4,640 144 1,150 2,180 1,660 144 2,930 7,630 5,040 P10001P1001 -ELEMENTS OF SECTION Notes: Parameter P7000 1 .Load limited by spot weld shear. '*KVr>200 Area of Section 0.555 In2 1.111 ITNR=Not Recommended. Axis 1-1 1. Beam loads are given in total uniform load(W Lbs)not uniform load(w Ibs/ft or Moment of Inertia(1) 0.185 In4 0.928 In4 w Ibs/in). Section Modulus(S) 0.202 Ina 0.571 Ina 2.Beam loads are based on a simple span and assumed to be adequately laterally Radius of Gyration(r) 0.577 In 0.914 In braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 62 _ Axis 2-2 for reduction factors for unbraced lengths. Moment of Inertia(1) 0.236 In4 0.471 In4 3. For pierced channel,multiply beam loads by the following factor: Section Modulus(S) 0.290 In' 0.580 In' "KO"Series.......95% "T"Series..........85% _ Radius of Gyration(r) 0.651 In 0.651 In "HS"Series.......90% "SL"Series........85% "HY Series........90% "DS"Series........70% "WT"Series.......85% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads,multiply beam loads by 50%and the corresponding deflection by 80%.For other load conditions refer to page 18. 6.All beam loads are for bending about Axis 1-1. FACET Trubolt Wedge Anchor Technical Data PERFORMANCE TABLE Trubolt WedgeAnchors Ultimate Tension and Shear Values (Lbs/kN) in Concrete* ANCHOR INSTALLATION WORST CASE SHEAR IN fc=2000 PSI(13.8 MPa) fc=4000 PSI(27.6 MPa) fc=6000 PSI(41.4 MPa) DIA. TORQUE RISAMODEL- 109 LBS TENSION SHEAR TENSION SHEAR TENSION SHEAR In.(mm) Ft.Lbs.(Nm) s.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 1/4 (6.4) 4 (5.4) - OK 1,18\1) 2) 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) WORSTCASE TENSION 2,103) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 2,26 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3/8 (9.5) 25 INRISAMODE 823 1,620 (7. 2,320 (10.3) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) H3S _ OK 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) ff 800 (21.4) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 1/2 (12.7) 55 (74.6) 2-1/4 (57.2) ,455 (20.7) 4,760 (21.)) 4,920 (22.7) 4,760 (21.2) 6,025 (31.3) 7,040 (31.3) 4-1/8 (104.8) ar on or 4,660 (20.7) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 6 (152.4) WS-G 5,340 (23.8) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69.9) Hot Dipped 5,185 (29.3) 7,120 (31.7) 7,180 (31.9) 7,120 (31.7) 9,225 (43.2) 9,616 (42.8 5-1/8 (130.2) Galvanized 6,580 (29.3) 9,600 (42.7) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 7-1/2 (190.5) or YyW_304S.S. 7,060 (31.4) 9,600 (42.7) 15,020 (66.8) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 3/4 (19.1) 110 (149.2) 3-1/4 (82.6) or 6,765 (31.7) 10,120 (45.0) 10,840 (481) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (168.3) SWW-316S.S. 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) 10,980 (48.8) 20,320 (90.4) 17,880 (79.5) 23,740 (105.6) 23,580 (104.9) 23,740 (105.6) 7/8 (22.2) 250 (339.0) 3-3/4 (95.3) 9,290 (42.3) 13,160 (58.5) 14,740 (65.6) 16,580 (73.8) 17,420 (77.5) 19,160 (85.2) 6-1/4 (158.8) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (2031) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300 (406.7) 4-1/2 (114.3) 11,770 (62.0) 16,080 (71.5) 19,245 (89.8) 22,820 (101.5) 21,180 (94.2) 24,480 (108.9) 7-3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) 9-1/2 (241.3) 18,700 (83.2) 28,680 (127.6) 26,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) * Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values. * For Tie-Wire Wedge Anchor,TW-1400,use tension data from 1/4"diameter with 1-1/8"embedment. * For continuous extreme low temperature applications,use stainless steel. PERFORMANCE ff ROPP113 Ultimate Tension and Shear Values (Lbs/kN) in - . Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE fc=3000 PSI(20.7 MPa) LIGHTWEIGHT CONCRETE FILL In.(mm) Ft.Lbs.(Nm) In.(mm) fc=3000 PSI(20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 3/8 (9.5) 25 (33.9) 1-1/2 (38.1) 1,175 (5.2) 1,480 (6.6) 1,900 (8.5) 3,160 (14.1) 3 (76.2) WS-Carbon or 2,825 (12.6) 2,440 (10.9) 2,840 (12.6) 4,000 (17.8) 1/2(12.7) 55 (74.6) 2-1/4 (57.2) WS-G 2,925 (13.0) 2,855 (12.7) 3,400 (15.1) 5,380 (23.9) Hot-Dipped 3 (76.2) 3,470 (15.4) 3,450 (15.3) 4,480 (19.9) 6,620 (29.4) 4 (101.6) Galvanized 4,290 (19.1) 3,450 (15.3) 4,800 (21.4) 6,440 (28.6) or 5/8(15.9) 90 (122.0) 3 (76.2) WW-304 S.S. 4,375 (19.5) 4,360 (19.4) 4,720 (21.0) 5,500 (24.5) 5 (127.0) or 61350 (28.2) 6,335 (28.2) 6,580 (29.3) 9,140 (40.7) 110 (149.2) 3-1/4 (82.6) SWW-316 S.S. 5,390 (24.0) 7,150 (31.8) 5,840 (26.0) 8,880 (39.5) 5-1/4 (133.4) 7,295 (32.5) 10,750 (47.8) 7,040 (31.3) N/A * Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values. FACET ET FAC STRUCTURAL CALCULATIONS FOR CASCADE VALLEY HOSPITAL - CT SCANNER ANCHORAGE ARLINGTON, WA November 5, 2024 ITEM PAGE Drawings.......................................................................................................................DWG-1 to DWG-4 DesignCriteria.....................................................................................................................DC-1 to DC-3 CT Scanner Anchorage .......................................................................................... CTA-1 to CTA-65 M. J�N of wAsy/ C", A �P O a an M. Jan ki 4.11.0 -,14 08' p 46132 GQTQRAL �SS/ONAL ENG SEATTLE KIRKLAND MOUNT VERNON I WHIDBEY ISLAND FEDERAL WAY SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK �10-19 ET FAC STRUCTURAL CALCULATIONS DRAWINGS CASCADE VALLEY HOSPITAL - CT SCANNER ARLINGTON, WA SEATTLE I KIRKLAND I MOUNT VERNON I WHIDBEY ISLAND I FEDERAL WAY I SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK FA1aN POMM STA110N 16'-0 1/2" 6'-11" 2 SAFETY 6 SSKO1 CLEARANCE CT 1334 SERVICE �- 1 TABLE L — CLEARANCE r MOVEMENT J � a GANTRY GAI MY m TILT x A 1 CASEWORK -� °D SHOWN FORPLANNING PURPOSES 3/SSK01 1 e` SS O1 ONLY r L 2 - 1 1 ORIENTATION AV j POINT ® 5 ` CI�ININCiMOL1NIFDMONfIOR TILT co �. 3 cV a 60 PA`ENrB D .Z 2 SSO1 SERVICE CLEARANCE CONTROL 1 � �, ROOM x f TABLE 4 MOVEMENT �n I io SAFETY T-0 3/16" CLEARANCE LOCATED AT LEAST 8'-2" FROM STRETCHER SIZE (6'-5" X 2'-7") SHOWN ORIENTATION POINT IS FOR REFERENCE ONLY. VERIFICATION AND IN FRONT OF HEIGHT OF WINDOW TO BE AND COORDINATION BY CUSTOMER IS THE GANTRY COORDINATED WITH REQUIRED TO ENSURE PROPER COUNTERTOP/DESK HEIGHT. TRANSPORT AND WORKFLOW ACCESS. ARCHITECTURAL EQUIPMENT PLAN M. A S 'Cl �P O CT SCANNER ROOM PLAN �I M. nick FACET 1.05 DATE: p�. Z -OHS 01 1013012024 CASCADE VALLEY HOSPITAL q- PLAN NUMBER: 2210 Riverside Dr, P;360.899.1110 PG 46132 \�c�� 330 S STILLAGUAMISH ST �,�` CTURAL 11SSK-U1 ARLINGTON,WA 98223 Suite#110 www.facetnw.com FSS NG\ SCALE PROJECT N,WA9NUMBER:2407.0299 Mount Vernon,WA 98273 ��NA L E NTS FEDERAL WAY I KIRKLAND I MOUNT VERNON I SEATTLE I SPOKANE I WHIDBEY ISLAND w—t NOTE: SPECIFIED ANCHORAGE AND SLAB THICKNESS IS MINIMUM REQUIRED. IF MANUFACTURER HAS MORE STRICT REQUIREMENTS, REVISE AS NECESSARY %2'DRILL AND EPDXYANCHOR EMBED 3 Y2'MIN AT MFR SPECIFIED LOCATIONS ONE AT EACH CORNER MINIMUM USE HILTI HIT-RE 500-V3 EPDXY EXISTING BLDG SLAB USE MARK"?ANCHOR LOCATIONS FOR PATIENT BED TYPICAL ANCHORAGE FOR CT SCANNER EQUIPMENT �� M. JAq' � �C WASy/� c'�� EQUIPMENT ANCHORS °N` Jn 11.05ani FACET :14-0 '00' DATE: CASCADE VALLEY HOSPITAL \ 6 1013012024 s � PLAN NUMBER: 2210 Riverside Dr, P:360.899.1110 �� TAG as3 sz \�� 4� 2I$$K-U1 330 S STILLAGUAMISH ST Suite#110 www.facetnw.com 0�F cTURAL ENG �" r3l'4 LE ARLINGTON,WA 98223 Mount Vernon,WA 98273 SS�O NA L EN V-0" I PROJECT NUMBER:2407.0299 FEDERAL WAY I KIRKLAND I MOUNT VERNON I SEATTLE I SPOKANE I WHIDBEY ISLAND DWG-2 DWG-2 CT SCANNER GANTRYAND PATIENT BED ANCHORAGE LOCATIONS INFORMATIONAL ONLY FLOOR SURFACE REQUIREMENTS THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (1Omm) THE SAME PLANE, IT IS THE CUSTOMER'S RESPONSIBILITY TO INSTALLED BY SIEMENS, MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN AROUND THE BASE OF THE GANTRY THIS DETAIL. THE GANTRY AND PATIENT TABLE MUST BE AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 2'-7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST ORIENTATION BE REMOVED AND REPLACED WITH SHIMS OF THE POINT 1 2'-8 3/4" 2'-5 3/4" I RECOMMENDED APPROPRIATE THICKNESS. In FLOORING IS N THE EXAMINATION ROOM. THE GANTRY AND PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY — LEVELING IS DONE WITH THE ADJUSTABLE FEET. BOLTING REQUIREMENTS $o I I I THE WEIGHT CAPACITY OF THE FLOOR MUST BE EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE o I 2 II GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL M OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR USING ANCHORS THROUGH THE ADJUSTABLE FEET. 3 MATERIALS FOR BOLTING MUST BE SUPPLIED ON—SITE. THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE 00 PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION 2 ^ i MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD ANCHORING. MIN. CONCRETE THICKNESS 5 1/2". DRILL N AND TOOLS TO BE AVAILABLE ON—SITE, THE MINIMUM I EXTRACTION FORCE OF 944 POUNDS PER ATTACHMENT POINT IS REQUIRED. THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: I._8. 14 I 1. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—RE 500—V3 HARDENING TIME AT TEMP. FROM 68-75' — 7 HOURS 5 3/4" 2. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—HY 200—A HARDENING TIME AT TEMP, FROM 70'-86' — 30 MIN. 3. HILTI INTERNALLY THREADED INSERT: HIS—N M10X110 O(4) 5/8"0 HOLES THROUGH THE USE THIS SIZE WHEN REPLACING AN ANCHOR. ADJUSTABLE FEET TO MOUNT THE MIN. CONCRETE THICKNESS: 6" GANTRY TO THE FLOOR IF 4, HILTI INTERNALLY THREADED INSERT: HIS—N M8X90 REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. 0(4) 1"0 HOLES THROUGH FLOOR MIN. CONCRETE THICKNESS: 4 3/4". PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. O3 (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES. TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE (INCLUDES SAFETY—FACTOR 4), STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ CONTRACTOR. GANTRY AND PATIENT TABLE MOUNTING DETAIL SCALE: FACET DR�'093PM (480V) and 93PM-L (208V) Foundation Plan and Mounting Requirements DWG-3 EATON POWER STATION ANCHORAGE LOCATIONS INFORMATIONAL ONLY Figure 30.93PM UPS 100 kW and 150 kW Frames with Large Sidecar(480V) (REAR) (REAR) 1 12 6 [44,31 1103 [43,41 TOP VIEW 112X)M12 OA 112X)M12 OR 23 [.9] 23 E.9] 112X)1/2"BOLT —112X)1T BOLT 0 E.0] I FRONT&BACK) 0 E 0] I FRONT&BACK) � o M ICJ cp CO 6� FR0NTI FRONT) 259 [10.21 450 [17.7] 310 [12.2] 140 15.51 57 [2 21 � { � 55 [2,21 57 E2.2] BOTTOM VIEW I I I 0 14.29 [.6] •I I I I (12X) (12X) 014.29 1.61 I 32 [ 3] f. �1�30.5 [1.2] (REAR) 30.5 [1.2] (REAR) � 32 E1.31 UPS with Left-Mounted Sidecar UPS with Right-Mounted Sidecar NOTE:93PM 100 kW and 150 kW UPS floor mounting brackets and locations are identical. Dimensions are In millimeters[inches] 36 Seismic Data Requirements for Eaton UPS Equipment Installation User's Guide 164000050—Rev 05 FACET EXfSTMCrSCXN M MONIIOR MOLNTIN C�LIlVCi TO REMAIN i REMOVE OLD MONITOR AND ATTAM NEW NDNFIOR PER MFR SPECIFICATIONS M. pF W A S y��C �P O MONITOR CEILING MOUNT � 11 M. nick FACET ` DATE: 7-0 00' 1013012024 CASCADE VALLEY HOSPITAL q- PLAN NUMBER: 2210 Riverside Dr, P:360.899.1110 PG 46132 \�c�� 330 S STILLAGUAMISH ST �,�` crURAL 31SSK-0� ARLINGTON,WA 98223 Suite#110 www.facetnw.com FS NG� SCALE PROJECT N,WA9NUMBER:2407.0299 Mount Vernon,WA 98273 S��NA L E 314"=1'-0" FEDERAL WAY I KIRKLAND I MOUNT VERNON I SEATTLE I SPOKANE I WHIDBEY ISLAND -t �10-19 ET FAC STRUCTURAL CALCULATIONS DESIGN CRITERIA CASCADE VALLEY HOSPITAL - CT SCANNER ARLINGTON, WA SEATTLE I KIRKLAND I MOUNT VERNON I WHIDBEY ISLAND I FEDERAL WAY I SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK DC-1 DC-1 Date: 10/30/2024 �0�4 FACET Made By: PG Project: Cascade Valley Hospital -CT Scanner Description: Design Criteria Design Criteria Code: Engineered design by 2021 IBC Seismic: Latitude = 48.1892478 North Longitude = -122.1177224 West Spectral Response Acceleration, Ss &S1 = 1.033 & 0.369 Spectral Response Acceleration, Sds &Sd1 = 0.826 & 0.475 Soil Site Class, Fa &Fv= 1.2 & 1.931 Seismic Design Category, SDC D Response Modification Factor, R= 6.5 Risk Category= IV Importance Factor(Snow), Is = 1.2 Importance Factor(Wind), Iw= 1 Importance Factor(Seismic), le= 1.5 Soils: Assumed By Owner Soil Bearing = 1,500 psf Active Soil Pressure =35 pcf Passive Soil Pressure =250 pcf IBC Soil Site Classification =D Frost Depth = 18 inches FACET 9/9/24,3:10 PM ATC Hazards by Location DC-2 DC-2 A This is a beta release of the new ATC Hazards by Location website.Please contact us with feedback. e The ATC Hazards by Location website will not be updated to support ASCE 7-22.Find out why- L1TC Hazards by Location Search Information Rnacanes v JIC10r18 PAT Vemon Address: 330 S Stillaguamish Ave,Arlington,WA 98223 ° © 211 ft Coordinates: 48.1887307,-122.1182679 Arli ton Elevation: 211 ft Angetes Port Townsend Timestamp: 2024-0909T22:10:35.811Z a r ,; Marysville Mt. Baker-Snoqualmie Y Whidbey Everett National Forest Hazard Type: Seismic island o Reference Document: ASCE7-16 r Go le Q ., g EdmOi*tls i,?Map data 02024 Google Report a map error Risk Category: IV Site Class: D-default Basic Parameters Name Value Description SS 1.033 MCER ground motion(period=0.2s) S1 0.369 MCER ground motion(period=1.0s) SMS 1.239 Site-modified spectral acceleration value SM1 *null Site-modified spectral acceleration value SDS 0.826 Numeric seismic design value at 0.2s SA SDl *null Numeric seismic design value at 1.0s SA *See Section 11.4.8 Additional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv *null Site amplification factor at 1.Os CRg 0.911 Coefficient of risk(0.2s) CRt 0.891 Coefficient of risk(1.Os) PGA 0.439 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGA, 0.527 Site modified peak ground acceleration TL 6 Long-period transition period(s) SsRT 1.033 Probabilistic risk-targeted ground motion(0.2s) SsUH 1.133 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) SsD 1.5 Factored deterministic acceleration value(0.2s) S1RT 0.369 Probabilistic risk-targeted ground motion(1.0s) S1UH 0.414 Factored uniform-hazard spectral acceleration(2%probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value(1.0s) PGAd 0.5 Factored deterministic acceleration value(PGA) *See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process.Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. FACET https://hazards.atcouncil.org/#/seismic?lat=48.1887307&ing=-122.1182679&address=330 S Stillaguamish Ave%2C Arlington%2C WA 98223 1/2 DC-3 DC-3 EQUIPMENT WFIIC�IIS EQUIPMENT LEGEND NO DESCRIPTION SMS WEIGHT BTU/HR DIMENSIONS (INCHES) REMARKS SYM (LBS) TO AIR W D H 23" FLAT SCREEN WITH DUAL MONITORS, KEYBOARD AND ® 20 --- 22 1/2 9 1/4 19 3/8 CONTROL DEVICE 0 SOMATOM GO.TOP GANTRY 08 2,855 24,226 87 1/8 32 3/4 73 1/8 0 PATIENT TABLE - VARIO 2 ® 780 1,024 99 13/16 27 3/8 21 13/16 307kg, MAX. HEIGHT 38" 0 WIRELESS ACCESS POINT ® 2.5 --- --- --- --- HEIGHT OFF FF: > 6'-6 3/4" 5 CARE VISION SINGLE MONITOR F1 95 --- --- --- --- CEILING MOUNTED O6 EATON 93PM UPS WITH BATTERY-100kW & MAINTENANCE © 4,470 11,402 64 1/4 44 1/4 74 SEE MFG REQUIREMENTS BYPASS FLOOR SURFACE REQUIREMENTS THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (10mm) THE SAME PLANE. IT IS THE CUSTOMER'S RESPONSIBILITY TO INSTALLED BY SIEMENS. MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN AROUND THE BASE OF THE GANTRY THIS DETAIL. THE GANTRY AND PATIENT TABLE MUST BE AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 2'_7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST ORIENTATION BE REMOVED AND REPLACED WITH SHIMS OF THE 2'-8 3/4" 2'-5 3/4" APPROPRIATE THICKNESS. ANTI-STATIC FLOORING IS POINT 1 I RECOMMENDED IN THE EXAMINATION ROOM. THE GANTRY AND PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY _ LEVELING IS DONE WITH THE ADJUSTABLE FEET. BOLTING REQUIREMENTS $o I THE WEIGHT CAPACITY OF THE FLOOR MUST BE EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE o 2 �I GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: _ EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR - USING ANCHORS THROUGH THE ADJUSTABLE FEET. 3 MATERIALS FOR BOLTING MUST BE SUPPLIED ON-SITE. THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE 2 ^ .I PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD °i 7'7L�r ,�T�y-+ T�-� THICKNESS 5 1/2". DRILL P,4jjE2 TTBED ANCHOR ON-SITE. THE MINIMUM OUNDS PER ATTACHMENT LOCAMONS i THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: HILTI INJECTABLE ADHESIVE ANCHOR: HIT-RE 500-V3 HARDENING TIME AT TEMP. FROM 68'-75' - 7 HOURS 5 3 �JL�LV1C�lALVllNit HILTI INJECTABLE ADHESIVE ANCHOR: HIT-HY 200-A HARDENING IN A R S HILTI INTERNALLY INSERT: HIS-N M10X110 0(4) 5/8"0 HOLES THROUG 1� iW7 USE THIS SIZE WHEN REPLACING AN ANCHOR. ADJUSTABLE FEET TO MOUNT THE MIN. CONCRETE THICKNESS: 6" GANTRY TO THE FLOOR IF 4. HILTI INTERNALLY THREADED INSERT: HIS-N M8X90 REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. 0(4) 1"0 HOLES THROUGH FLOOR MIN. CONCRETE THICKNESS: 4 3/4". PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. O3 (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES. TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE (INCLUDES SAFETY-FACTOR 4). STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ CONTRACTOR. GANTRY AND PATIENT TABLE MOUNTING DETAIL SCALE: FACET �10-19 ET FAC STRUCTURAL CALCULATIONS CT SCANNER ANCHORAGE CASCADE VALLEY HOSPITAL - CT SCANNER ARLINGTON, WA SEATTLE I KIRKLAND I MOUNT VERNON I WHIDBEY ISLAND I FEDERAL WAY I SPOKANE THIS PAGE INTENTIONALLY LEFT BLANK CTA-1 CTA-1 Date: 10/30/2024 /\ FAC ET Made By: PG Project: Cascade Valley Hospital-CT Scanner Description: Sesimic Load of Non-Structural Component Fp = O 4aPS Swp (1 + 2 (ASCE 13.3-1) Ipl h/ 0.3SDSIpWp < Fp < 1.6SDSIpWp (13.3-2&13.3-3) Bed Sds= 0.826 Component Weight,Wp= 780 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,ap= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,RP= 2.5 Overstrength,0= 2.0 Component Height in Structure,z= 2 ft Average Roof Height,h= 14.5 ft z/h= 0.137931 (need not exceed 1.0) Fp= 197 Ibs (13.3-1) Fp>_ 290 Ibs (13.3-2) Fp<_ 1546 Ibs (13.3-3) Design Force, Fp= 580 Ibs (LRFD) Design Vertical Force, Fp„_± 129 Ibs (LRFD) FACET CTA-2 CTA-2 SD Fp = O 4rR�/ S'P (1 + 2 h) (ASCE 13.3-1) \ IP 0.3SoSIpWp <_ Fp < 1.6SoSIpWp (13.3-2&13.3-3) Gantry Sds= 0.826 Component Weight,Wp= 2855 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,ap= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,RP= 2.5 Overstrength,f2= 2.0 Component Height in Structure,z= 6 ft Average Roof Height,h= 14.5 ft z/h= 0.413793 (need not exceed 1.0) Fp= 1034 Ibs (13.3-1) Fp>_ 1061 Ibs (13.3-2) Fp<_ 5660 Ibs (13.3-3) Design Force, Fp= 2122 Ibs (LRFD) Design Vertical Force, Fp„_± 472 Ibs (LRFD) FACET CTA-3 CTA-3 SD Fp = O 4rR�/ S'P (1 + 2 h) (ASCE 13.3-1) \ IP 0.3SoSIpWp <_ Fp <_ 1.6SoSIpWp (13.3-2&13.3-3) Power Station Sds= 0.826 Component Weight,Wp= 4470 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,ap= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,RP= 2.5 Overstrength,f2= 2.0 Component Height in Structure,z= 6 ft Average Roof Height,h= 14.5 ft z/h= 0.413793 (need not exceed 1.0) Fp= 1619 Ibs (13.3-1) Fp>_ 1661 Ibs (13.3-2) Fp<_ 8861 Ibs (13.3-3) Design Force, Fp= 1661 Ibs (LRFD) Design Vertical Force, Fp„_± 738 Ibs (LRFD) FACET CTA-4 CTA-4 SD Fp = O 4rR�/ S'P (1 + 2 h) (ASCE 13.3-1) \ IP 0.3SoSIpWp <_ Fp < 1.6SoSIpWp (13.3-2&13.3-3) Moniter Sds= 0.826 Component Weight,W,= 95 Ibs Importance Factor,Ip= 1.5 (Section 13.1.3) Amplification Factor,a,= 1.0 (Table 13.5-1 or 13.6-1) Response Modification Factor,R,= 2.5 Overstrength,0= 2.0 Component Height in Structure,z= 14.5 ft Average Roof Height,h= 14.5 ft z/h= 1 (need not exceed 1.0) Fp= 56 Ibs (13.3-1) Fp>_ 35 Ibs (13.3-2) Fp<_ 188 Ibs (13.3-3) Design Force, Fp= 56 Ibs (LRFD) Design Vertical Force, Fp„_± 16 Ibs (LRFD) FACET CTA-5 CTA-5 PATENT BED AND GANIRYANC MR LOCAIIONS FLOOR SURFACE REQUIREMENTS THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (10mm) THE SAME PLANE. IT IS THE CUSTOMER'S RESPONSIBILITY TO INSTALLED BY SIEMENS. MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN AROUND THE BASE OF THE GANTRY THIS DETAIL THE GANTRY AND PATIENT TABLE MUST BE AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 2'-7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST BE REMOVED AND REPLACED WITH SHIMS OF THE ORIENTATION 2'-8 3/4" 2'-5 3/4" APPROPRIATE THICKNESS. ANTI—STATIC FLOORING IS POINT 1 i RECOMMENDED IN THE EXAMINATION ROOM. THE GANTRY AND PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY _ LEVELING IS DONE WITH THE ADJUSTABLE FEET. BOLTING REQUIREMENTS co i THE WEIGHT CAPACITY OF THE FLOOR MUST BE EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE 0 2 �i GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: — — _ _ EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR USING ANCHORS THROUGH THE ADJUSTABLE FEET. 3 MATERIALS FOR BOLTING MUST BE SUPPLIED ON—SITE. THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE io FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE 2 ^ .I PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD ANCHORING. MIN. CONCRETE THICKNESS 5 1/2". DRILL N AND TOOLS TO BE AVAILABLE ON—SITE. THE MINIMUM EXTRACTION FORCE OF 944 POUNDS PER ATTACHMENT POINT IS REQUIRED. THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: 1. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—RE 500—V3 HARDENING TIME AT TEMP. FROM 68'-75' — 7 HOURS 5 3/a" 2. HILTI INJECTABLE ADHESIVE ANCHOR: HIT—HY 200—A HARDENING TIME AT TEMP. FROM 70'-86' — 30 MIN. 3. HILTI INTERNALLY THREADED INSERT: HIS—N M10X110 O(4) 5/8"0 HOLES THROUGH THE USE THIS SIZE WHEN REPLACING AN ANCHOR, ADJUSTABLE FEET TO MOUNT THE MIN. CONCRETE THICKNESS: 6" GANTRY TO THE FLOOR IF 4. HILTI INTERNALLY THREADED INSERT: HIS—N M8X90 REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. O(4) 1"0 HOLES THROUGH FLOOR MIN. CONCRETE THICKNESS: 4 3/4". PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. O3 (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES, TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE (INCLUDES SAFETY—FACTOR 4). STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ CONTRACTOR. GANTRY AND PATIENT TABLE MOUNTING DETAIL SCALE: FACET CL1 93PM (480V) and 93PM-L (208V) Foundation Plan and Mounting Requirements CTA-6 EATON POWFR STATION V UDR LOCATIONS Figure 30.93PM UPS 100 kW and 150 kW Frames with Large Sidecar(480V) (REAR) (REAR) 1 12 6 [44,31 1103 [43,41 TOP VIEW (12X)M12"OR /2"BOLT BOL T23 9] 112X)M12OA 23 E9] —1)12X11 FRON FRONT&BACK)0 0 � o M ICJ cp CO 6� FR0NTI FRONT) 259 [10.21 450 [17.7] 310 [12.2] 140 15.51 57 [2 21 � { � 55 [2,21 57 E2.2] BOTTOM VIEW 0 14.29 1.61 12X) 14.29 1.61 I 2X) f 32 [ .3] �1�30.5 [1.2] (REAR) 30.5 E1.21 REAR) 32 E1.31 UPS with Left-Mounted Sidecar UPS with Right-Mounted Sidecar I/ NOTE:93PM 100 kW and 150 kW UPS floor mounting brackets and locations are identical. Dimensions are;n millimeters[inches] POWFR STATION ANCHOR LOCATIONS 36 Seismic Data Requirements for Eaton UPS Equipment Installation User's Guide 164000050—Rev 05 FACET DEWALT DESIGN ASSIST 1.7.3.0 Page 1 DEWAL. . CVH-CT-Gantry 10/29/2024 . roject Information Company: Facet Project Engineer: PG Address: ---Washington 99208 Phone: M: -P:- Email: pgermanovich@facetnw.com Project Name: CVH CT Scanner Project Address: Untitled Notes: 2.Selected Anchor Information Selected Anchor : Purel l0+ Brand: DEWALT Material: 1/2"G Threaded Rod ASTM F1554 GR36/A36 Embedment: hef 3.5 in hnom 3.5 in Approval Report: ICC-ES ESR-3298 Issued/Revision: Jul,2024 - Drill method: Hammer Drilled .Design Principles Design Method: ACI 318-19 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 2 DEWALT CVH-CT-Gantry 10/29/2024 . ase Material Information Concrete: Type: Cracked Normal Weight Concrete Strength 2500 psi Reinforcement: Edge >=#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.01 in Length 33 in Width 87.12 in Standoff None Height 0 in Strength 36000 psi Profile: Hole Condition: Dry Hole In-Service Temperaturen Long Term: 110 OF Short Term: 130 OF Sustained Loading: 0 Short-term Loading only:: False Closely Spaced Adhesive Anchors:: False Torqued Anchor Bolt: False Concrete Covers: Base Cover: 0.25 in End Cover: 0.25 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 3 DEWAL. a CVH-CT-Gantry 10/29/2024 .Equipment information Weight,Wp: 2855 Dimensions: Length87.12 inWidth33 inHeight73.12 in Center of Gravity: CGx 0 in CGy 0 in CGz 54.5 in Surface: Moderately Smooth .Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) utilization Status Critical Steel Strength 2104.43 6173 0.341 OK Concrete Breakout Strength 4209 5427.000 0.776 OK Controls Bond Strength: 4209 6465 0.651 OK Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 531 2568 0.207 OK Controls Concrete Breakout Strength 1061 8962 0.118 OK Pullout Strength 2122 31168 0.068 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 4 DEWAL. . CVH-CT-Gantry 10/29/2024 ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 5 DEWAL. . CVH-CT-Gantry 10/29/2024 .Load Condition Design Loads/Actions Z Nu -2097.85 lb Vux 0.00 lb Vuy 2122.41 lb �k Y Muz 0.00 in-lb Mux -115671.18 in-lb Muy 0.00 in-lb �M. 14.1 .�My IG- Critical Loading Seismic Critical Angle 90° 90° MW �X Calculated at 90 °intervals 1801+00 2701 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 0.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates(in) X Y X Y 1 -3153.35 530.6 0.0 530.6 -36.3 11.0 2 -3153.35 530.6 0.0 530.6 36.3 11.0 3 2104.43 530.6 0.0 530.6 -36.3 -11.0 4 2104.43 530.6 0.0 530.6 36.3 -11.0 e n --K x COG SETAT75%OF IBC Hf TO BE CONSERVATIVE z 14 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 6 DEWALT CVH-CT-Gantry 10/29/2024 hslab 5 in hmin 4.750 in Edge Cx- oo in Crum 1.750 in Edge Cx+ oo in cagy 7.990 in Edge Cy- oo in smin 2.500 in Edge Cy+ 8 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 7 DEWALT. CVH-CT-Gantry 10/29/2024 Seismic Force Parameters ASCE 7-16 Equations Fp=(0.4apSDSWp)/(Rp/Ip) (1+2(z/h)) Q0 Eqn 13.3-1 Fp min=0.3SDSIpWp Eqn 13.3-2 Fp,max= 1.6SDSIpWp Eqn 13.3-3 F,_(0.2SDSWp) Eqn 13.3.1.2 Variables/Coefficients SDS Spectral Acceleration 0.826 g Table 11.4.4 Rp Response Modification Factor 2.5 Table 13.6-1 a Component Amplification Factor 1 Table 13.6-1 Ip Component Importance Factor 1.5 Table 13.3.1 Wp Component Operating Weight 2855 lbs z Component Height in Structure 6 ft h Mean Roof Height 14.5 ft L20 Overstrength Factor 2 Table 13.6-1 Results Fp Horizontal Seismic Design Force 2122.41 lb Fp/Wp Horizontal Seismic Design Acceleration 0.37 g Fv Vertical Seismic Design Force 471.65 lb Fv/Wp Vertical Seismic Design Acceleration 0.17 9 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 8 DEWALT CVH-CT-Gantry 10/29/2024 1 l.Design Proof Tension Loading A Reference Steel Strength: t N ACI 318-1917.6.1 v � e a Variables - n 6n N sa (Ib) Q 8230.2 0.75 Results cpNsa = 6173.0 lb NUa = 2104.4 lb Table 17.5.2 Utilization — 34.1% Concrete Breakout Strength rN ACI 318-1917.6.2 0 0. 1 Equations e1 ' a s aa� Ncbg=(ANc/ANcO)'Wec,N 'Wed N 'Wc,N 'Wcp,N 'Nb Eqn. 17.6.2.1b Nb=kC • Xa• (f c)O.5 • hefl.5 Eqn. 17.6.2.2.1 Variables ANc (in") ANcO (in") Tec,N Ted,N Tc,N Tcp,N 220.500 110.250 1.000 1.000 1.000 1.000 Cac (in) kc ka f c (psi) hef (in) Camin (in) 7.990 17.000 1.000 2500 3.500 8.000 Nb (lb) T (Pseis 5565.7 1.00 0.750 Results yNcbg = 5427.0 lb NUa = 4209.0 lb Utilization = 77.6% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 9 DEWALT CVH-CT-Gantry 10/29/2024 Bond Strength: t aN ACI 318-19 17.6.5 Equations Nag—(ANa/ANao)'Tec,Na'Ted,Na"Wcp,Na'Tba Eqn. 17.6.5.1b Nba=ka'Tk,cr'n'da'hef Eqn. 17.6.5.2.1 Variables Av,I (in,) ANaO (in2) Tec,Na TedNa Tcp,Na 316.000 158.000 1.000 1.000 1.000 ka TK,cr hef (in) TeNa (in) Cac (in) Camin (in) 1.000 1206.000 3.500 6.285 7.990 8.000 Nba (lb) T g Na N Ts eis 6630.330 1.000 0.65 0.750 Results yN ag = 6465.0 lb Nua = 4209.0 lb Utilization = 65.1% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 10 DEWALT CVH-CT-Gantry 10/29/2024 12.Design Proof Shear Loading Steel Strength: v ACI 318-19 17.7.1 Variables V sa,eq (lb) W 4938.1 0.65 Results TV sa eq = 2568.0 lb Vua = 531.0 lb Table 17.5.2 Utilization = 20.7% Concrete Breakout Strength v ACI 318-19 17.7.2 Equations ,. a r4 Vcbg=(Avc/AVc0)'�ec,V 'Wed V'Wc,V'Wh,v 'Vb Eqn. 17.7.2.1b Vb=(7.(le/da)0.2.da0.5 .ka.(fc)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1a Vb=9.Xa.(fe)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1b Variables Ave (in2) AVC0 (in?) `Pec,V Tcd,V Tc,V Th,V 240.000 288.000 1.000 1.000 1.200 1.549 Ta y le da (in) ka f c (psi) cal (in) 1.000 3.500 0.500 1.000 2500 8.000 Vb (lb) Q 8264.3 0.70 Results TVcbg = 8962.0 lb Direction = Y+ VUa = 1061.0 lb Utilization = 11.8% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 11 DEWALT CVH-CT-Gantry 10/29/2024 Pryout Strength: v ACI 318-19 17.7.3 d � a Equations o- d e`d Vcpg—kep•Ncpg Eqn. 17.7.3.1b Ncbg—(ANc/ANcO) Wec,N'Wed,N'Wc,N'Wcp,N Nb Eqn. 17.6.2.1b Variables ANc (in 2) ANCO (in") Tec,N Ted,N Tc,N Tcp,N 441,000 110.250 1.000 1.000 1.000 1.000 cac (in) kc ka hef (in) f c (Psi) Camin (in) 7.990 17.000 1.000 3.500 2500 8.000 Nb (lb) kep Ncp9 (lb) tp 5565.7 2.000 22262.9 0.70 Results (PVcpg = 31168.0 lb V ua = 2122.0 lb Utilization = 6.8% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 12 DEWAL. a CVH-CT-Gantry 10/29/2024 13.Interaction of Tension and Shear Loads ACI 318-19 17.8 Equations (((Nua/<P Nn)+(Vua� Vn))/1.2)<= 1.0 Egn. 17.8.3 Variables Nua/(tp-Nu) Vua/((P-Vn) 0.776 0.207 Results 0.727 <_ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED Is Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 1 DEWAL. . CVH-CT-Bed 10/29/2024 . roject Information Company: Facet Project Engineer: PG Address: ---Washington 99208 Phone: M: -P:- Email: pgermanovich@facetnw.com Project Name: CVH CT Scanner Project Address: Untitled Notes: 2.Selected Anchor Information Selected Anchor : Purel l0+ Brand: DEWALT Material: 1/2"G Threaded Rod ASTM F1554 GR36/A36 Embedment: hef 3.5 in hnom 3.5 in Approval Report: ICC-ES ESR-3298 Issued/Revision: Jul,2024 - Drill method: Hammer Drilled .Design Principles Design Method: ACI 318-19 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 2 DEWALT CVH-CT-Bed 10/29/2024 . ase Material Information Concrete: Type: Cracked Normal Weight Concrete Strength 2500 psi Reinforcement: Edge >=#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.01 in Length 28 in Width 100 in Standoff None Height 0 in Strength 36000 psi Profile: Hole Condition: Dry Hole In-Service Temperaturen Long Term: 110 OF Short Term: 130 OF Sustained Loading: 0 Short-term Loading only:: False Closely Spaced Adhesive Anchors:: False Torqued Anchor Bolt: False Concrete Covers: Base Cover: 0.25 in End Cover: 0.25 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 3 DEWALT CVH-CT-Bed 10/29/2024 .Equipment information Weight,Wp: 780 Dimensions: Length100 inWidth28 inHeight22 in Center of Gravity: CGx 0 in CGy 0 in CGz 18 in Surface: Moderately Smooth .Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 258.15 6173 0.042 OK Concrete Breakout Strength 516 5427.000 0.095 OK Controls Bond Strength: 516 6465 0.080 OK Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 145 2568 0.056 OK Controls Concrete Breakout Strength 580 17551 0.033 OK Pullout Strength 580 31168 0.019 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 4 DEWAL. . CVH-CT-Bed 10/29/2024 ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 5 DEWALT CVH-CT-Bed 10/29/2024 .Load Condition Design Loads/Actions Z Nu -573.14 lb Vux 0.00 lb Vuy 579.85 lb �k Y Muz 0.00 in-lb Mux -10437.34 in-lb Muy 0.00 in-lb �M. 14.1 IG- Critical Loading Seismic Critical Angle 90° 90° MW �X Calculated at 90 °intervals 1801+00 270° 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 0.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates(in) X Y X Y 1 -544.72 145.0 0.0 145.0 -15.5 6.5 2 -544.72 145.0 0.0 145.0 15.5 6.5 3 258.15 145.0 0.0 145.0 -15.5 -6.5 4 258.15 145.0 0.0 145.0 15.5 -6.5 •� .. Y _ o X COG SETAT75%OF IBC HrTO BE j- CONSERVATIVE Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 6 DEWALT CVH-CT-Bed 10/29/2024 hslab 5 in hmin 4.750 in Edge Cx- oo in Crum 1.750 in Edge Cx+ oo in cagy 7.990 in Edge Cy- oo in smin 2.500 in Edge Cy+ 8 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 7 DEWALT. CVH-CT-Bed 10/29/2024 Seismic Force Parameters ASCE 7-16 Equations Fp=(0.4apSDSWp)/(Rp/Ip) (1+2(z/h)) Q0 Eqn 13.3-1 Fp min=0.3SDSIpWp Eqn 13.3-2 Fp,max= 1.6SDSIpWp Eqn 13.3-3 F,_(0.2SDSWp) Eqn 13.3.1.2 Variables/Coefficients SDS Spectral Acceleration 0.826 g Table 11.4.4 Rp Response Modification Factor 2.5 Table 13.6-1 a Component Amplification Factor 1 Table 13.6-1 Ip Component Importance Factor 1.5 Table 13.3.1 Wp Component Operating Weight 780 lbs z Component Height in Structure 6 ft h Mean Roof Height 14.5 ft L20 Overstrength Factor 2 Table 13.6-1 Results Fp Horizontal Seismic Design Force 579.85 lb Fp/Wp Horizontal Seismic Design Acceleration 0.37 g Fv Vertical Seismic Design Force 128.86 lb Fv/Wp Vertical Seismic Design Acceleration 0.17 9 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 8 DEWALT CVH-CT-Bed 10/29/2024 1 l.Design Proof Tension Loading A Reference Steel Strength: t N ACI 318-1917.6.1 v � e a Variables - n 6n N sa (Ib) Q 8230.2 0.75 Results cpNsa = 6173.0 lb NUa = 258.2 lb Table 17.5.2 Utilization — 4.2% Concrete Breakout Strength rN ACI 318-1917.6.2 0 0. 1 Equations e1 ' a s aa� Ncbg=(ANc/ANcO)'Wec,N 'Wed N 'Wc,N 'Wcp,N 'Nb Eqn. 17.6.2.1b Nb=kC • Xa• (f c)O.5 • hefl.5 Eqn. 17.6.2.2.1 Variables ANc (in") ANcO (in") Tec,N Ted,N Tc,N Tcp,N 220.500 110.250 1.000 1.000 1.000 1.000 Cac (in) kc ka f c (psi) hef (in) Camin (in) 7.990 17.000 1.000 2500 3.500 8.000 Nb (lb) T (Pseis 5565.7 1.00 0.750 Results yNcbg = 5427.0 lb NUa = 516.0 lb Utilization = 9.5% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 9 DEWALT CVH-CT-Bed 10/29/2024 Bond Strength: t aN ACI 318-19 17.6.5 Equations Nag—(ANa/ANao)'Tec,Na'Ted,Na"Wcp,Na'Tba Eqn. 17.6.5.1b Nba=ka'Tk,cr'n'da'hef Eqn. 17.6.5.2.1 Variables Av,I (in,) ANaO (in2) Tec,Na TedNa Tcp,Na 316.000 158.000 1.000 1.000 1.000 ka TK,cr hef (in) TeNa (in) Cac (in) Camin (in) 1.000 1206.000 3.500 6.285 7.990 8.000 Nba (lb) T g Na N Ts eis 6630.330 1.000 0.65 0.750 Results yN ag = 6465.0 lb Nua = 516.0 lb Utilization = 8.0% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 10 DEWALT CVH-CT-Bed 10/29/2024 12.Design Proof Shear Loading Steel Strength: v ACI 318-19 17.7.1 Variables V sa,eq (lb) cp 4938.1 0.65 Results TVsa eq = 2568.0 lb VUa = 145.0 lb Table 17.5.2 Utilization = 5.6% Concrete Breakout Strength v ACI 318-19 17.7.2 Equations ,. a r4 Vcbg=(Avc/AVc0)'�ec,V 'Wed V'Wc,V'Wh,v 'Vb Eqn. 17.7.2.1b Vb=(7.(le/da)0.2.da0.5 .ka.(fc)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1a Vb=9.Xa.(fe)0.5 .(Cal)1.5 Eqn. 17.7.2.2.1b Variables Ave (in2) AVc0 (iW) `Pec,V Tcd,V Tc,V Th,V 470.000 1984.500 1.000 1.000 1.200 2.510 Ta v le da (in) ka f c (psi) cal (in) 1.000 3.500 0.500 1.000 2500 21.000 Vb (lb) Q 35148.1 0.70 Results TVcbg = 17551.0 lb Direction = Y+ VUa = 580.0 lb Utilization = 3.3% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 11 DEWALT CVH-CT-Bed 10/29/2024 Pryout Strength: v ACI 318-19 17.7.3 d � a Equations o- d e`d Vcpg—kep•Ncpg Eqn. 17.7.3.1b Ncbg—(ANc/ANcO) Wec,N'Wed,N'Wc,N'Wcp,N Nb Eqn. 17.6.2.1b Variables ANc (in 2) ANCO (in2) Tec,N Ted,N Tc,N Tcp,N 441,000 110.250 1.000 1.000 1.000 1.000 cac (in) kc ka hef (in) f c (Psi) Camin (in) 7.990 17.000 1.000 3.500 2500 8.000 Nb (lb) kep Ncp9 (lb) tp 5565.7 2.000 22262.9 0.70 Results (PVcpg = 31168.0 lb Vua = 580.0 lb Utilization = 1.9% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 12 DEWAL. a CVH-CT-Bed 10/29/2024 13.Interaction of Tension and Shear Loads ACI 318-19 17.8 Equations (((Nua/(p.Nn)+(Vua Vn))/1.2)<= 1.0 Egn. 17.8.3 Variables Nua/(tp-Nu) Vua/((P-Vn) 0.095 0.056 Results 0.028 <_ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 1 DEWAL. . CVH-CT-Power Station 10/29/2024 . roject Information Company: Facet Project Engineer: PG Address: ---Washington 99208 Phone: M: -P:- Email: pgermanovich@facetnw.com Project Name: CVH CT Scanner Project Address: Untitled Notes: 2.Selected Anchor Information Selected Anchor : Purel l0+ Brand: DEWALT Material: 1/2"G Threaded Rod ASTM F1554 GR36/A36 Embedment: hef 3.5 in hnom 3.5 in Approval Report: ICC-ES ESR-3298 Issued/Revision: Jul,2024 - Drill method: Hammer Drilled .Design Principles Design Method: ACI 318-19 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 2 DEWALT CVH-CT-Power Station 10/29/2024 . ase Material Information Concrete: Type: Cracked Normal Weight Concrete Strength 2500 psi Reinforcement: Edge >=#4 Rebar Spacing Tension No(Condition B) Shear No(Condition B) Controls Breakout Tension False Shear False Base Plate: Sizing Thickness 0.01 in Length 36.7 in Width 44.25 in Standoff None Height 0 in Strength 36000 psi Profile: Hole Condition: Dry Hole In-Service Temperaturen Long Term: 110 OF Short Term: 130 OF Sustained Loading: 0 Short-term Loading only:: False Closely Spaced Adhesive Anchors:: False Torqued Anchor Bolt: False Concrete Covers: Base Cover: 0.25 in End Cover: 0.25 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 3 DEWALT CVH-CT-Power Station 10/29/2024 .Equipment information Weight,Wp: 4470 Dimensions: Length44.25 inWidth36.7 inHeight74 in Center of Gravity: CGx 0 in CGy 0 in CGz 55.5 in Surface: Moderately Smooth .Summary Results Tension Loading Design Proof Demand(lb) Capacity(lb) utilization Status Critical Steel Strength 2060.52 6173 0.334 OK Concrete Breakout Strength 4121 5427.000 0.759 OK Controls Bond Strength: 4121 6465 0.637 OK Shear Loading Design Proof Demand(lb) Capacity(lb) Utilization Status Critical Steel Strength 831 2568 0.324 OK Controls Concrete Breakout Strength 0 0 0.000 OK Pullout Strength 3323 31168 0.107 OK Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 4 DEWAL. . CVH-CT-Power Station 10/29/2024 ANCHOR DESIGN CRITERIA IS SATISFIED • The results of the calculations carried out by means of the DDA Software are based essentially on the data you put in.Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you.Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an design professional/engineer,particularly with regard to compliance with applicable standards,norms and permits,prior to using them for your specific project.The DDA Software serves only as an aid to interpret standards,norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • Calculations including seismic design requirements in accordance with ACI 318 are required for anchors in structures assigned to seismic design categories C,D,E and F. • Under these seismic conditions,the direction of shear may not be predictable.In accordance with ACI 318 the full shear force should be assumed also in reverse direction for a safe design.Load reversal may influence the direction of the controlling concrete breakout strength. Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 5 DEWAL. . CVH-CT-Power Station 10/29/2024 .Load Condition Design Loads/Actions Z Nu -3284.56 lb Vux 0.00 lb Vuy 3323.00 lb �k Y Muz 0.00 in-lb Mux -184426.39 in-lb Muy 0.00 in-lb �MW 14.1 .�My IG- Critical Loading Seismic Critical Angle 90° 90° MW �X Calculated at 90 °intervals 1801+00 2701 9.Load Distribution Max.concrete compressive strain: 0.000 % Anchor Eccentricity Max.concrete compressive stress: 0.000 psi ex 0 in ey 0 in Resulting tension force: 0.000 lb Profile Eccentricity Resulting compression force: 0.000 lb ex 0 in ey 0 in Resulting anchor forces/Load distribution Anchor Tension Load (lb) Shear Load (lb) Component Shear Load (lb) Anchor Coordinates(in) X Y X Y 1 -3702.80 830.7 0.0 830.7 -23.6 16.0 2 -3702.80 830.7 0.0 830.7 23.6 16.0 3 2060.52 830.7 0.0 830.7 -23.6 -16.0 4 2060.52 830.7 0.0 830.7 23.6 -16.0 o �z p Y u - IBC Hf TO BE _ J25 WNSERVAIlVE Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 6 DEWALT CVH-CT-Power Station 10/29/2024 hslab 5 in hmin 4.750 in Edge Cx- oo in Crum 1.750 in Edge Cx+ oo in cagy 7.990 in Edge Cy- oo in smin 2.500 in Edge Cy+ 00 in Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 7 DEWALT. CVH-CT-Power Station 10/29/2024 Seismic Force Parameters ASCE 7-16 Equations Fp=(0.4apSDSWp)/(Rp/Ip) (1+2(z/h)) Q0 Eqn 13.3-1 Fp min=0.3SDSIpWp Eqn 13.3-2 Fp,max= 1.6SDSIpWp Eqn 13.3-3 F,_(0.2SDSWp) Eqn 13.3.1.2 Variables/Coefficients SDS Spectral Acceleration 0.826 g Table 11.4.4 Rp Response Modification Factor 2.5 Table 13.6-1 a Component Amplification Factor 1 Table 13.6-1 Ip Component Importance Factor 1.5 Table 13.3.1 Wp Component Operating Weight 4470 lbs z Component Height in Structure 6 ft h Mean Roof Height 14.5 ft L20 Overstrength Factor 2 Table 13.6-1 Results Fp Horizontal Seismic Design Force 3323.00 lb Fp/Wp Horizontal Seismic Design Acceleration 0.37 g Fv Vertical Seismic Design Force 738.44 lb Fv/Wp Vertical Seismic Design Acceleration 0.17 9 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 8 DEWALT CVH-CT-Power Station 10/29/2024 1 l.Design Proof Tension Loading A Reference Steel Strength: t N ACI 318-1917.6.1 v � e a Variables - n 6n N sa (Ib) Q 8230.2 0.75 Results cpNsa = 6173.0 lb NUa = 2060.5 lb Table 17.5.2 Utilization — 33.4% Concrete Breakout Strength rN ACI 318-1917.6.2 0 0. 1 Equations e1 ' a s aa� Ncbg=(ANc/ANcO)'Wec,N 'Wed N 'Wc,N 'Wcp,N 'Nb Eqn. 17.6.2.1b Nb=kC • Xa• (f c)O.5 • hefl.5 Eqn. 17.6.2.2.1 Variables ANc (in") ANcO (in") Tec,N Ted,N Tc,N Tcp,N 220.500 110.250 1.000 1.000 1.000 1.000 Cac (in) kc ka f c (psi) hef (in) Camin (in) 7.990 17.000 1.000 2500 3.500 co Nb (lb) T (Pseis 5565.7 1.00 0.750 Results yNcbg = 5427.0 lb NUa = 4121.0 lb Utilization = 75.9% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 9 DEWALT CVH-CT-Power Station 10/29/2024 Bond Strength: t aN ACI 318-19 17.6.5 s A 4 Equations A• to Nag—(ANa/ANao)'Tec,Na'Ted,Na Tcp,Na Tba Eqn. 17.6.5.1b Nba=Xa'Tk,cr'n'da'hef Eqn. 17.6.5.2.1 Variables Av,I (in,) ANaO (in2) Tec,Na TedNa Tcp,Na 316.000 158.000 1.000 1.000 1.000 ka TK,cr hef (ill) TeNa (in) Cac (in) Camin (in) 1.000 1206.000 3.500 6.285 7.990 00 N ba (lb) T g Na N TS eis 6630.330 1.000 0.65 0.750 Results yN ag = 6465.0 lb Nua = 4121.0 lb Utilization = 63.7% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 10 DEWALT CVH-CT-Power Station 10/29/2024 12.Design Proof Shear Loading Steel Strength: v ACI 318-19 17.7.1 Variables 19i V sa,eq (lb) cp 4938.1 0.65 Results TVsa eq = 2568.0 lb Vua = 831.0 lb Table 17.5.2 Utilization = 32.4% Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 11 DEWALT CVH-CT-Power Station 10/29/2024 Pryout Strength: ACI 318-19 17.7.3 a a Equations o- a Oab Vcpg—kep•Ncpg Eqn. 17.7.3.1b Ncbg—(ANc/ANcO) Wec,N'Wed,N'Wc,N'Wcp,N Nb Eqn. 17.6.2.1b Variables ANc (in 2) ANCO (in") Tec,N Ted,N Tc,N Tcp,N 441,000 110.250 1.000 1.000 1.000 1.000 cac (in) kc ka hef (in) f e (Psi) Camin (in) 7.990 17.000 1.000 3.500 2500 00 Nb (lb) kcp Ncp9 (lb) tp 5565.7 2.000 22262.9 0.70 Results (PVcpg = 31168.0 lb Vua = 3323.0 lb Utilization = 10.7% Table 17.5.2 Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT DESIGN ASSIST 1.7.3.0 Page 12 DEWAL. a CVH-CT-Power Station 10/29/2024 13.Interaction of Tension and Shear Loads ACI 318-19 17.8 Equations (((Nua/<P•Nn)+(Vua/T•Vn))/1.2)<= 1.0 Egn. 17.8.3 Variables Nua/(tp-Nn) Vua/((P.Vn) 0.759 0.324 Results 0.785 <_ 1.0 Status OK ANCHOR DESIGN CRITERIA IS SATISFIED Input data and results must be checked for agreement with the existing conditions,the standards and guidelines and must be checked for plausibility DEWALT. COMPETITIVE COMPARISON ANCHORS & FASTENERS 6L- Purel 1 VS. Hilti* RE 500 V3 VS. Simpson* SET-3G 1 r,7 TM ! I ANCFK)RAGE DESIGN WAS DOME FOR DEWALTPURE 110+.SFEPCCEMBIE SUBS:MUIIONS Product Name RE500 Company DEWALT Hilti' Simpson" Description Adhesive Anchoring System Adhesive Anchoring System Adhesive Anchoring System Size Range(inch) 3/8,1/2,5/8,3/4,7/8,1,1-1/4 3/8,1/2,5/8,3/4,7/8,1,1-1/4 3/8,1/2,5/8,3/4,7/8,1,1-1/4 #3,#4,#5,#6,#7,#8,#9,#10 #3,#4,#5,#6,#7,#8,#9,#10 #3,#4,#5,#6,#7,#8,#10 ICC-ES ESR(concrete) ESR-3298 ESR-3814 ESR-4057 Revision Date 2017 July 2017 January 2018 April Cracked Concrete Yes Yes Yes Seismic Approval in Concrete Yes Yes Yes Post-Installed Rebar Design Yes Yes No LEED Yes Yes Yes VOC Yes Yes Yes NSF 61 (p otable drinking water) Yes Yes Yes Hilt!is a registered trademark of Hilt!Corporation SET-3G and Simpson are registered trademarks of Simpson Strong-Tie Company Inc. Factored Sustained Tension Loads Cracked Concrete LBS 20000 2500 psi,Rod ASTM A193 Grade B7 18000 Dry concrete,sustained loading and periodic 16000 special inspection 14000 Pure110+ Bond Strength Values 12000 at 110°F Long-term Temp, 140T Short-term Temp 10000 ■RE500V3 Bond Strength Values 8000 at 110°F Long-term Temp, 130T Short-term Temp 6000 ■SET-3G 4000 - Bond Strength Values at 110`F Long-term Temp, 160T Short-term Temp 2000 0 0 Anchor(inches) 1/2 1/2 5/8 518 3/4 3/4 7/8 7/8 1 1 hef(inches) 4 6 5 7-1/2 6 9 7 10-1/2 8 12 Factored Shear Loads Cracked Concrete LBS 15000 2500 psi,Rod ASTM 13500 A193 Grade B7 Dry concrete,sustained 12000 - loading and periodic special inspection 10500 Pure110+ 9000 Bond Strength Values at 110°F Long-term Temp, 7500 140T Short-term Temp 6000 ■RE500V3 Bond Strength Values at 110°F Long-term Temp, 4500 130T Short-term Temp 3000 ■SEr-3G Bond Strength Values at 110°F Long-term Temp, 1500 160T Short-term Temp 0 0 Anchor(inches) 1/2 1/2 5/8 5/8 3/4 3/4 7/8 7/8 1 1 het(inches) 4 6 5 7-1/2 6 SFACET7 10-1/2 8 12 Source:ESR-3298(Revised:2017 July),ESR-3814(Revised:2017 January),ESR-4057(Revised:2018 April) ENS TP CJ SLAB DESIGN CHECKS General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Gantry Code References Calculations per ACI 318-19, IBC 2021, SDPWS 2021 Load Combinations Used :ASCE 7-22/IBC 2024 (L-100psf) General Information Material Properties Soil Design Values f'c: Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy: Rebar Yield = 40.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 8.0 ft Length parallel to Z-Z Axis = 5.0 ft Z Footing Thickness = 5.0 in Pedestal dimensions... X o X px: parallel to X-X Axis = 72.0 in LO pz: parallel to Z-Z Axis 22.0 in Height in M Rebar Centerline to Edge of Concrete... at Bottom of footing = 2.50 in N 0 m Reinforcing 8 ZO" w Bars parallel to X-X Axis Number of Bars - 4.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 6.0 Reinforcing Bar Size = # 4 4_#4 Bars = 6-#4 Bars Bandwidth Distribution Check (ACI 15.4.4.2) xx Section Looking to+z — — ' Z-Z Section Looking to+X Direction Requiring Closer Separation Bars along Z-Z Axis #Bars required within zone 76.9% #Bars required on each side of zone 23.1 % Applied Loads D Lr L S W E H P:Column Load = 2.855 0.4720 k OB:Overburden = ksf M-xx = 10.330 k-ft M-zz = 10.330 k-ft V-x = 2.122 k V-z = 2.122 k General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Gantry DESIGN SUMMARY - . • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.7420 Soil Bearing 1.113 ksf 1.50 ksf +0.60D+0.70E about X-X axis PASS 1.113 Overturning-X-X 7.850 k-ft 8.734 k-ft +0.60D+0.70E PASS 1.780 Overturning-Z-Z 7.850 k-ft 13.974 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.1309 Z Flexure(+X) 0.1492 k-f/ft 1.140 k-ft/ft +0.90D+E PASS 0.04377 Z Flexure(-X) 0.04988 k-f/ft 1.140 k-ft/ft +1.40D PASS 0.6862 X Flexure(+Z) 0.7356 k-f/ft 1.072 k-ft/ft +0.90D+E PASS 0.1168 X Flexure(-Z) 0.1252 k-f/ft 1.072 k-ft/ft +1.40D PASS 0.1498 1-way Shear(+X) 7.852 psi 52.415 psi +0.90D+E PASS 0.05084 1-way Shear(-X) 2.665 psi 52.415 psi +1.40D PASS 0.3742 1-way Shear(+Z) 19.198 psi 51.299 psi +0.90D+E PASS 0.09090 1-way Shear(-Z) 4.663 psi 51.299 psi +1.40D PASS 0.08393 2-way Punching 7.884 psi 93.939 psi +1.20D+E Top reinforcing mat required(see'Bending'tab). A Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X, D Only 1.50 n/a 0.0 0.1318 0.1318 n/a n/a 0.088 X-X, +0.60D 1.50 n/a 0.0 0.07908 0.07908 n/a n/a 0.053 X-X, +D+0.70E 1.50 n/a 16.815 0.0 0.4217 n/a n/a 0.281 X-X, +D+0.5250E 1.50 n/a 12.80 0.0 0.3190 n/a n/a 0.213 X-X, +0.60D+0.70E 1.50 n/a 26.965 0.0 1.113 n/a n/a 0.742 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.1318 0.1318 0.088 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.07908 0.07908 0.053 Z-Z, +D+0.70E 1.50 16.815 n/a n/a n/a 0.0 0.2859 0.191 Z-Z, +D+0.5250E 1.50 12.80 n/a n/a n/a 0.02870 0.2473 0.165 Z-Z, +0.60D+0.70E 1.50 26.965 n/a n/a n/a 0.0 0.2637 0.176 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 7.850 k-ft 14.005 k-ft 1.784 OK X-X, +D+0.5250E 5.887 k-ft 13.799 k-ft 2.344 OK X-X, +0.60D+0.70E 7.850 k-ft 8.734 k-ft 1.113 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 7.850 k-ft 22.408 k-ft 2.855 OK Z-Z, +D+0.5250E 5.887 k-ft 22.078 k-ft 3.750 OK Z-Z, +0.60D+0.70E 7.850 k-ft 13.974 k-ft 1.780 OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.1252 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.40D 0.1252 -Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D 0.1073 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D 0.1073 -Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +0.90D 0.08051 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +0.90D 0.08051 -Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D+E 0.5713 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +1.20D+E 0.09087 -Z Top 0.1080 ACI 7.6.1.1 0.150 0.8471 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Gantry Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +0.90D+E 0.7356 +Z Bottom 0.1080 ACI 7.6.1.1 0.150 1.072 OK X-X, +0.90D+E 0.06815 -Z Top 0.1080 ACI 7.6.1.1 0.150 0.8471 OK Z-Z,+1.40D 0.04988 -X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+1.40D 0.04988 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+1.20D 0.04276 -X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+1.20D 0.04276 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+0.90D 0.03207 -X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z,+0.90D 0.03207 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z, +1.20D+E 0.03619 -X Top 0.1080 ACI 7.6.1.1 0.160 0.8998 OK Z-Z, +1.20D+E 0.1472 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK Z-Z, +0.90D+E 0.02714 -X Top 0.1080 ACI 7.6.1.1 0.160 0.8998 OK Z-Z, +0.90D+E 0.1492 +X Bottom 0.1080 ACI 7.6.1.1 0.160 1.140 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 2.67 psi 2.67 psi 2.67 psi 52.42 psi 0.05 OK +1.20D 2.28 psi 2.28 psi 2.28 psi 52.42 psi 0.04 OK +0.90D 1.71 psi 1.71 psi 1.71 psi 52.42 psi 0.03 OK +1.20D+E 1.93 psi 7.77 psi 7.77 psi 52.42 psi 0.15 OK +0.90D+E 1.45 psi 7.85 psi 7.85 psi 52.42 psi 0.15 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 4.66 psi 4.66 psi 4.66 psi 51.30 psi 0.09 OK +1.20D 4.00 psi 4.00 psi 4.00 psi 51.30 psi 0.08 OK +0.90D 3.00 psi 3.00 psi 3.00 psi 51.30 psi 0.06 OK +1.20D+E 3.38 psi 19.18 psi 19.18 psi 51.30 psi 0.37 OK +0.90D+E 2.54 psi 19.20 psi 19.20 psi 51.30 psi 0.37 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 5.56 psi 93.94psi 0.05914 OK +1.20D 4.76 psi 93.94psi 0.05069 OK +0.90D 3.57 psi 93.94psi 0.03802 OK +1.20D+E 7.88 psi 93.94psi 0.08393 OK +0.90D+E 7.52 psi 93.94psi 0.08 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Bed Code References Calculations per ACI 318-19, IBC 2021, SDPWS 2021 Load Combinations Used :ASCE 7-22/IBC 2024 (L-100psf) General Information Material Properties Soil Design Values f'c: Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy: Rebar Yield = 40.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 3.0 ft Length parallel to Z-Z Axis = 3.0 ft Z Footing Thickness = 5.0 in i Pedestal dimensions... X X px: parallel to X-X Axis = 30.0 in o - pz: parallel to Z-Z Axis 12.0 in co Height in Rebar Centerline to Edge of Concrete... at Bottom of footing = 2.50 in N 0 Z rn Reinforcing 3'0" TLU Bars parallel to X-X Axis Number of Bars - 3.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 4.0 3-#4 Bars 4-#4 Bars Reinforcing Bar Size = # 4 Bandwidth Distribution Check (AC I 15.4.4.2) N N Direction Requiring Closer Separation X-X Section Looking to+Z Z-Z Section Looking to+X n/a #Bars required within zone n/a #Bars required on each side of zone n/a Applied Loads D Lr L S W E H P:Column Load = 0.780 0.1290 k OB:Overburden = ksf M-xx = 0.9440 k-ft M-zz = 0.9440 k-ft V-x = 0.580 k V-z = 0.580 k General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Bed DESIGN SUMMARY - . • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.2312 Soil Bearing 0.3468 ksf 1.50 ksf +0.60D+0.70E about Z-Z axis PASS 1.599 Overturning-X-X 0.830 k-ft 1.327 k-ft +0.60D+0.70E PASS 1.599 Overturning-Z-Z 0.830 k-ft 1.327 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.009109 Z Flexure(+X) 0.01281 k-f/ft 1.406 k-ft/ft +0.90D+E PASS 0.002693 Z Flexure(-X) 0.003786 k-f/ft 1.406 k-ft/ft +1.40D PASS 0.09358 X Flexure(+Z) 0.1715 k-f/ft 1.833 k-ft/ft +0.90D+E PASS 0.03310 X Flexure(-Z) 0.06066 k-f/ft 1.833 k-ft/ft +1.40D PASS 0.007597 1-way Shear(+X) 0.4290 psi 56.462 psi +0.90D+E PASS 0.002149 1-way Shear(-X) 0.1213 psi 56.462 psi +1.40D PASS 0.1371 1-way Shear(+Z) 8.522 psi 62.145 psi +0.90D+E PASS 0.05076 1-way Shear(-Z) 3.155 psi 62.145 psi +1.40D PASS 0.02651 2-way Punching 3.046 psi 114.894 psi +1.20D+E Top reinforcing mat required(see'Bending'tab). A Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X, D Only 1.50 n/a 0.0 0.1471 0.1471 n/a n/a 0.098 X-X, +0.60D 1.50 n/a 0.0 0.08825 0.08825 n/a n/a 0.059 X-X, +D+0.70E 1.50 n/a 7.043 0.0 0.3423 n/a n/a 0.228 X-X, +D+0.5250E 1.50 n/a 5.368 0.01766 0.2916 n/a n/a 0.194 X-X, +0.60D+0.70E 1.50 n/a 11.260 0.0 0.3468 n/a n/a 0.231 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.1471 0.1471 0.098 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.08825 0.08825 0.059 Z-Z, +D+0.70E 1.50 7.043 n/a n/a n/a 0.0 0.3423 0.228 Z-Z, +D+0.5250E 1.50 5.368 n/a n/a n/a 0.01766 0.2916 0.194 Z-Z, +0.60D+0.70E 1.50 11.260 n/a n/a n/a 0.0 0.3468 0.231 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 0.830 k-ft 2.121 k-ft 2.556 OK X-X, +D+0.5250E 0.6225 k-ft 2.087 k-ft 3.353 OK X-X, +0.60D+0.70E 0.830 k-ft 1.327 k-ft 1.599 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 0.830 k-ft 2.121 k-ft 2.556 OK Z-Z, +D+0.5250E 0.6225 k-ft 2.087 k-ft 3.353 OK Z-Z, +0.60D+0.70E 0.830 k-ft 1.327 k-ft 1.599 OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.06066 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.40D 0.06066 -Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D 0.0520 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D 0.0520 -Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +0.90D 0.0390 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +0.90D 0.0390 -Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D+E 0.1671 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +1.20D+E 0.03369 -Z Top 0.1080 ACI 7.6.1.1 0.2667 1.433 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Bed Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +0.90D+E 0.1715 +Z Bottom 0.1080 ACI 7.6.1.1 0.2667 1.833 OK X-X, +0.90D+E 0.02719 -Z Top 0.1080 ACI 7.6.1.1 0.2667 1.433 OK Z-Z,+1.40D 0.003786 -X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+1.40D 0.003786 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+1.20D 0.003245 -X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+1.20D 0.003245 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+0.90D 0.002434 -X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z,+0.90D 0.002434 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z, +1.20D+E 0.002262 -X Top 0.1080 ACI 7.6.1.1 0.20 1.106 OK Z-Z, +1.20D+E 0.01194 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK Z-Z, +0.90D+E 0.001697 -X Top 0.1080 ACI 7.6.1.1 0.20 1.106 OK Z-Z, +0.90D+E 0.01281 +X Bottom 0.1080 ACI 7.6.1.1 0.20 1.406 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 0.12 psi 0.12 psi 0.12 psi 56.46 psi 0.00 OK +1.20D 0.10 psi 0.10 psi 0.10 psi 56.46 psi 0.00 OK +0.90D 0.08 psi 0.08 psi 0.08 psi 56.46 psi 0.00 OK +1.20D+E 0.07 psi 0.40 psi 0.40 psi 56.46 psi 0.01 OK +0.90D+E 0.05 psi 0.43 psi 0.43 psi 56.46 psi 0.01 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 3.16 psi 3.16 psi 3.16 psi 62.15 psi 0.05 OK +1.20D 2.70 psi 2.70 psi 2.70 psi 62.15 psi 0.04 OK +0.90D 2.03 psi 2.03 psi 2.03 psi 62.15 psi 0.03 OK +1.20D+E 1.74 psi 8.40 psi 8.40 psi 62.15 psi 0.14 OK +0.90D+E 1.41 psi 8.52 psi 8.52 psi 62.15 psi 0.14 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 2.97 psi 114.89 psi 0.02588 OK +1.20D 2.55 psi 114.89 psi 0.02219 OK +0.90D 1.91 psi 114.89 psi 0.01664 OK +1.20D+E 3.05 psi 114.89 psi 0.02651 OK +0.90D+E 3.01 psi 114.89 psi 0.02623 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Power Supply No Overstrength Code References Calculations per ACI 318-19, IBC 2021, SDPWS 2021 Load Combinations Used :ASCE 7-22/IBC 2024 (L-100psf) General Information Material Properties Soil Design Values f'c: Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 1.50 ksf fy: Rebar Yield = 40.0 ksi Soil Density = 110.0 pcf Ec:Concrete Elastic Modulus = 3,122.0 ksi Increase Bearing By Footing Weight = No Concrete Density = 145.0 pcf Soil Passive Resistance(for Sliding) = 250.0 pcf (P Values Flexure = 0.90 Soil/Concrete Friction Coeff. = 0.30 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = ft Min Steel% Bending Reinf. = Allow press. increase per foot of depth = ksf Min Allow%Temp Reinf. = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability,moments&shears Yes = ksf Add Pedestal Wt for Soil Pressure No when max. length or width is greater than = ft Use Pedestal wt for stability, mom&shear No Dimensions Width parallel to X-X Axis = 6.0 ft Length parallel to Z-Z Axis = 4.50 ft Z Footing Thickness = 5.0 in Pedestal dimensions... X x px: parallel to X-X Axis = 33.0 in v pz: parallel to Z-Z Axis 44.0 in Height in Rebar Centerline to Edge of Concrete... ;' at Bottom of footing = 2.50 in y 0 ar Reinforcing 6-0" W Bars parallel to X-X Axis Number of Bars - 10.0 Reinforcing Bar Size = # 4 Bars parallel to Z-Z Axis Number of Bars = 7.0 Reinforcing Bar Size = # 4 10-#4 Bars = 7-#4Bars Bandwidth Distribution Check (AC I 15.4.4.2) ------ C- X-X Section Looking to+Z N ' Direction Requiring Closer Separation Z-Z section Looking to+x Bars along Z-Z Axis #Bars required within zone 85.7% #Bars required on each side of zone 14.3% Applied Loads D Lr L S W E H P:Column Load = 4.470 0.740 k OB:Overburden = ksf M-xx = 9.046 k-ft M-zz = 9.046 k-ft V-x = 3.323 k V-z = 3.323 k General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Power Supply No Overstrength DESIGN SUMMARY - . • Min.Ratio Item Applied Capacity Governing Load Combination PASS 0.6065 Soil Bearing 0.9098 ksf 1.50 ksf +0.60D+0.70E about X-X axis PASS 1.288 Overturning-X-X 7.301 k-ft 9.402 k-ft +0.60D+0.70E PASS 1.717 Overturning-Z-Z 7.301 k-ft 12.536 k-ft +0.60D+0.70E PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2547 Z Flexure(+X) 0.7306 k-f/ft 2.869 k-ft/ft +1.20D+E PASS 0.1067 Z Flexure(-X) 0.3060 k-f/ft 2.869 k-ft/ft +1.40D PASS 0.05618 X Flexure(+Z) 0.09112 k-f/ft 1.622 k-ft/ft +0.90D+E PASS 0.01240 X Flexure(-Z) 0.02010 k-f/ft 1.622 k-ft/ft +1.40D PASS 0.3446 1-way Shear(+X) 25.394 psi 73.681 psi +1.20D+E PASS 0.1510 1-way Shear(-X) 11.125 psi 73.681 psi +1.40D PASS 0.1349 1-way Shear(+Z) 8.020 psi 59.439 psi +0.90D+E PASS 0.02925 1-way Shear(-Z) 1.738 psi 59.439 psi +1.40D PASS 0.09350 2-way Punching 9.150 psi 97.866 psi +1.20D+E Top reinforcing mat required(see'Bending'tab). A Hand check required for anchor pullout. Detailed Results Soil Bearing Rotation Axis& Xecc Zecc Actual Soil Bearing Stress @ Location Actual/Allow Load Combination... Gross Allowable (in) Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X, D Only 1.50 n/a 0.0 0.2260 0.2260 n/a n/a 0.151 X-X, +0.60D 1.50 n/a 0.0 0.1356 0.1356 n/a n/a 0.090 X-X, +D+0.70E 1.50 n/a 13.237 0.0 0.6371 n/a n/a 0.425 X-X, +D+0.5250E 1.50 n/a 10.126 0.0 0.5101 n/a n/a 0.340 X-X, +0.60D+0.70E 1.50 n/a 20.967 0.0 0.9098 n/a n/a 0.607 Z-Z, D Only 1.50 0.0 n/a n/a n/a 0.2260 0.2260 0.151 Z-Z,+0.60D 1.50 0.0 n/a n/a n/a 0.1356 0.1356 0.090 Z-Z, +D+0.70E 1.50 13.237 n/a n/a n/a 0.0 0.5142 0.343 Z-Z, +D+0.5250E 1.50 10.126 n/a n/a n/a 0.03957 0.4412 0.294 Z-Z, +0.60D+0.70E 1.50 20.967 n/a n/a n/a 0.0 0.4902 0.327 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X, D Only None 0.0 k-ft Infinity OK X-X, +0.60D None 0.0 k-ft Infinity OK X-X, +D+0.70E 7.301 k-ft 14.893 k-ft 2.040 OK X-X, +D+0.5250E 5.476 k-ft 14.602 k-ft 2.667 OK X-X, +0.60D+0.70E 7.301 k-ft 9.402 k-ft 1.288 OK Z-Z, D Only None 0.0 k-ft Infinity OK Z-Z,+0.60D None 0.0 k-ft Infinity OK Z-Z, +D+0.70E 7.301 k-ft 19.858 k-ft 2.720 OK Z-Z, +D+0.5250E 5.476 k-ft 19.469 k-ft 3.555 OK Z-Z, +0.60D+0.70E 7.301 k-ft 12.536 k-ft 1.717 OK Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +1.40D 0.02010 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.40D 0.02010 -Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D 0.01723 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D 0.01723 -Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +0.90D 0.01292 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +0.90D 0.01292 -Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D+E 0.07102 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +1.20D+E 0.006288 -Z Top 0.1080 ACI 7.6.1.1 0.2333 1.272 OK General Footing Project File: Cascade Valley Hospital.ec6 LIC#:KW-06012482,Build:20.24.10.03 FACET (c)ENERCALC,LLC 1982-2024 DESCRIPTION: Existing Slab Supporting CT Machine - Power Supply No Overstrength Footing Flexure Flexure Axis&Load Combination Mu Side Tension As Req'd Gvrn.As Actual As Phi*Mn Status k-ft Surface inA2 inA2 inA2 k-ft X-X, +0.90D+E 0.09112 +Z Bottom 0.1080 ACI 7.6.1.1 0.2333 1.622 OK X-X, +0.90D+E 0.004716 -Z Top 0.1080 ACI 7.6.1.1 0.2333 1.272 OK Z-Z,+1.40D 0.3060 -X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+1.40D 0.3060 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+1.20D 0.2623 -X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+1.20D 0.2623 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+0.90D 0.1967 -X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z,+0.90D 0.1967 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z, +1.20D+E 0.08635 -X Top O.OAs Req'd>Max Allo 0.4444 0.0 OK Z-Z, +1.20D+E 0.7306 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK Z-Z, +0.90D+E 0.07179 -X Top O.OAs Req'd>Max Allo 0.4444 0.0 OK Z-Z, +0.90D+E 0.7221 +X Bottom 0.1080 ACI 7.6.1.1 0.4444 2.869 OK One Way Shear X Load Combination... Vu @-X Vu @+X Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 11.13 psi 11.13 psi 11.13 psi 73.68 psi 0.15 OK +1.20D 9.54 psi 9.54 psi 9.54 psi 73.68 psi 0.13 OK +0.90D 7.15 psi 7.15 psi 7.15 psi 73.68 psi 0.10 OK +1.20D+E 2.77 psi 25.39 psi 25.39 psi 73.68 psi 0.34 OK +0.90D+E 2.61 psi 24.76 psi 24.76 psi 73.68 psi 0.34 OK One Way Shear Z Load Combination... Vu @-Z Vu @+Z Vu:Max Phi Vn Vu/Phi*Vn Status +1.40D 1.74 psi 1.74 psi 1.74 psi 59.44 psi 0.03 OK +1.20D 1.49 psi 1.49 psi 1.49 psi 59.44 psi 0.03 OK +0.90D 1.12 psi 1.12 psi 1.12 psi 59.44 psi 0.02 OK +1.20D+E 0.54 psi 6.21 psi 6.21 psi 59.44 psi 0.10 OK +0.90D+E 0.41 psi 8.02 psi 8.02 psi 59.44 psi 0.13 OK Two-Way"Punching"Shear All units k Load Combination... Vu Phi*Vn Vu/Phi*Vn Status +1.40D 8.70 psi 97.87psi 0.0889 OK +1.20D 7.46 psi 97.87psi 0.0762 OK +0.90D 5.59 psi 97.87psi 0.05715 OK +1.20D+E 9.15 psi 97.87psi 0.0935 OK +0.90D+E 8.08 psi 97.87psi 0.08251 OK CTA-53 CTA-53 Y Z,Ikx 18 16 19 12 15 14 13 1 G Lo co FMS'IING UMSIRRUT FRAME FOR C�LIl�iG } 2 MOUNHD MONITOR N 1 M7 9 �17 Facet 111RISASTabert SK-1 GT /� �NMR �T Oct 30, 2024 at 10:08 AM l�l� vMv V v Unistrutr.r3d FACET CTA-54 CTA-54 Y Z,Ikx /5k DL OF NEW MONITOR Loads: BLC 1, DL Facet 111RISASTabert SK-2 Oct 30, 2024 at 10:09 AM Dead Load Unistrutr.r3d FACET CTA-55 CTA-55 Y Z,Ikx MOMENTCASUFD BYDL OF NEW MONITOR 1.037 k- APPLIED IN EACH DUT-CHON Loads: BLC 4, DLArm1 Facet 111RISASTabert SK-4 Oct 30, 2024 at 10:10 AM Dead Load Moment Unistrutr.r3d FACET v �A t x 0 112 k SELSM[C LOADM FROMNEW MONITOR Loads.BLC 2,ELx Facet SK-1 111RISASTabert Oct 31, 2024 at 10:17 AM A NEMETSCHEK COM'-. Seismic Load Unistrutr.r3d Company Facet 10/31/2024 I'RISA Job Designer Number : STabert ChecBked By: Model Name Node Coordinates Label X ft Y ft Z ft Detach From Diaphragm 1 N1 0 0 0 2 N2 0 0 0.854 3 N3 1 0 0.854 4 N4 1 0 0 5 N6 -0.166667 0 0 6 N7 1.166667 0 0 7 N8 -0.166667 0 0.854 8 N9 1.166667 0 0.854 9 N 10 0 0 0.427 10 N12 0 4.5 0 11 N 13 1 4.5 0.854 12 N14 1 4.5 0 13 N 15 0 4.5 0.854 14 N 16 -2.25 4.5 0.427 15 N 17 3.417 4.5 0.854 16 N 18 -0.167 4.5 -2.25 17 N 19 1.167 4.5 -2.25 18 N20 0.5 0 0.427 Node Boundary Conditions Node Label X[k/in] Y[k/in] Z[k/in] 1 N 16 Reaction Reaction Reaction 2 N 15 Reaction Reaction Reaction 3 N 12 Reaction Reaction Reaction 4 N 14 Reaction Reaction Reaction 5 N 13 Reaction Reaction Reaction 6 N 17 Reaction Reaction Reaction 171 N 18 Reaction Reaction Reaction �81 N 19 Reaction Reaction Reaction Node Loads and Enforced Displacements(BLC 1 :DO Node Label L, D, M Direction Magnitude[k, k-ft , in, rad , k*s2/ft, k*s2*ft] 1 N20 L Y -0.95 RISA-31D Version 22 [Unistrutr.r3d] Page 1 Company Facet 10/31/2024 IIRISA Designer STabert 10:18:52 AM Job Number Checked By A NEMETSCHEK COMPAN Model Name Node Loads and Enforced Displacements(BLC 2:ELx) Node Label L, D, M Direction Magnitude k, k-ft , in, rad , k*sz/ft, k*sZ*ft 1 N20 L X 0.112 Node Loads and Enforced Displacements(BLC 3:ELz) Node Label L, D, M Direction Magnitude[k, k-ft , in, rad), k*s2/ft, k*s2*ft 1 N20 L Z 0.112 Node Loads and Enforced Displacements(BLC 4:DLArm1) Node Label L, D, M Direction Magnitude[k, k-ft , in, rad , k*s2/ft, k*s2*ft Ill N20 L MZ 1.037 Node Loads and Enforced Displacements(BLC 5:DLArm2) Node Label L, D, M Direction Magnitude[k, k-ft , in, rad , k*s2/ft, k*s2*ft] 1 N20 L MX -1.037 Node Loads and Enforced Displacements BLC 6:DLArm3) Node Label L, D, M Direction Magnitude k, k-ft , in, rad , k*sz/ft, k*sZ*ft 1 N20 L MZ -1.037 Node Loads and Enforced Displacements(BLC 7:DLArm4) Node Label L, D, M Direction Magnitude k, k-ft , in, rad , k*s2/ft, k*s2*ft Ill N20 I L KAY 1.037 109 LBS SHEAR ON 1/2" Envelope Node Reactions ETANS ION NCHOR Node Label X[kj LC Y k LC Z k LC MX k-ft LC MY k-ft LC MZ[k-ftj LC 1 N 16 max 0.05 7 0.218 1 0 1 0 8 0 8 0 8 2 min -0.10 1 -0.099 7 0 4 0 1 0 1 0 1 3 N15 max 0 1 0.788 4 0 1 0 8 0 8 0 8 4 min 0 4 -0.468 6 0 8 0 1 0 1 0 1 5 N12 max 0 2 0.817 2 0 2 0 8 0 8 0 8 6 min 0 5 -0.527 8 0 3 0 1 0 1 0 1 RISA-3D Version 22 [ Unistrutr.r3d] Page 2 Company Facet 10/31/2024 11RISA" Designer STabert 823 LBS OF TENSION ON 1/2" 10:18:52 AM Job Number EXPANSIONANCHOR Checked By A NEMETSCHEK COMPAN' Model Name Envelope Node Reactions(Continued) Node Label X k LC Y k LC Z k LC MX k-ft LC MY k-ft LC MZ k-ft LC 7 N 14 max 0 3 0.823 3 0 3 0 8 0 8 0 8 8 min 0 4 -0.413 5 0 4 0 1 0 1 0 1 9 N 13 max 0 2 0.697 4 0 3 0 8 0 8 0 8 10 min 0 3 -0.435 6 0 2 0 1 0 1 0 1 11 N17 max 0.094 4 0.189 4 0 3 0 8 LOCKED 0 8 121 min -0.035 6 -0.07 6 0 6 0 1 LOCKED 0 1 13 N18 max 0 2 0.073 2 0.018 8 0 8 0 8 LOCKED 14 min 0 1 -0.035 8 -0.037 2 0 1 0 1 LOCKED 15 N19 max 0 2 0.101 6 0.069 4 0 8 0 8 LOCKED 16 min 0 3 -0.139 4 -0.05 6 0 1 0 1 LOCKED 17 N8 max NC NC NC NC LOCKED LOCKED 18 min NC NC NC NC LOCKED LOCKED 19 N9 max NC NC NC NC NC LOCKED 20 min NC NC NC NC NC LOCKED 21 N6 max NC NC NC NC NC LOCKED 22 min NC NC NC NC NC LOCKED 23 N7 max NC NC NC NC NC LOCKED 24 min NC NC NC NC NC LOCKED 25 Totals: max 0.078 3 1.107 4 0.078 8 26 min -0.078 5 0.413 5 -0.078 2 Envelope Maximum Member Section Forces Member Axial[k] Loc[ft] LC Shear[k] Loc[ft] LC z Shear[k] Loc[ft] LC Torque[k-ft] Loc[ft] LC y-y Moment[k-ft] Loc[ft] LC z-z Moment[k-ft] Loc[ft] LC 1 1 M 1 max 0.035 1.333 6 0.07 1.333 6 0 1.333 8 0.021 1.167 3 0 1.333 8 0.017 0.1671 5 2 min -0.094 1.167 4 -0.189 1.167 4 0 0 1 -0.02 0.167 5 0 0 1 -0.031 1.167 4 3 M2 max 0.027 1.167 6 0.139 1.333 4 0.05 1.333 6 0.02 1.167 1 0.012 1.167 4 0.023 1.167 4 4 min -0.035 0.167 4 -0.101 1.167 6 -0.069 1.167 4 -0.02 0.167 7 -0.008 1.167 6 -0.021 0.167 3 5 M3 max 0.045 0.854 4 0 0.854 8 0 0.854 8 0.005 0.854 6 0 0.854 8 0 0.854 8 6 min 1-0.0271 0 6 0 0 1 0 0 1 -0.01 0 4 0 0 1 0 0 1 7 M4 max 0.018 0.427 5 0.109 0.854 1 0.055 0.427 1 0 0.427 8 0.023 0.427 1 0.047 0.427 1 8 min -0.025 0.427 3 -0.109 0 1 -0.055 0.436 1 -0.002 0 2 -0.011 0.427 7 -0.021 0.427 7 9 M5 max 0.468 4.5 6 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 10 min -0.788 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 11 M6 max 0.435 4.5 6 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 12 min -0.697 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 13 M7 max 4.5 5 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 14 min . -0.823 0 1 3 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 15 M8 max 8 4.5 8 0 4.5 8 0 4.5 8 0 4.5 8 823LBS OF AX[ALFORCE ON UNfS IRUTMF1MER RISA-3D Version 22 [ Unistrutr.r3d] Page 3 Company Facet 10/31/2024 IIRISA' Designer STabert 10:18:52 AM Job Number Checked By A NEMETSCHEK COMPA6, Model Name Envelope Maximum Member Section Forces(Continued) Member Axial k Loc[ftI LC v Shear[k] Loc ft LC z Shear[k] Loc ft LC Tor ue k-ft Loc ft LC y-y Moment[k-ftj Loc ft LC z-z Moment k-ft Loc ft LC 161 min -0.817 0 2 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 17 M9 max 0.111 5.031 7 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 18 min -0.244 0 1 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 19 M10 max 0.04 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 20 min -0.082 0 2 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 21 M 11 max 0.155 5.031 4 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 22 min -0.113 0 6 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 23 M12 max 0.078 5.031 6 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 0 5.031 8 24 min -0.211 0 4 0 0 1 0 0 1 0 0 1 0 0 1 0 0 1 25 M13 max 0.049 1.315 4 0.863 0.658 4 0.003 1.315 6 0.026 0.644 5 0.002 0.658 4 0.334 0.671 8 26 min -0.039 0.658 6 -0.886 0.658 2 -0.003 0.671 4 -0.027 0 3 -0.002 0.658 6 -0.582 0.658 2 27 M14 max 0.04 0.658 6 0.904 0.658 4 0.003 9&581 3 0.026 0.644 5 0.002 0.658 2 0.329 0.644 6 28 min -0.07 0 4 -0.882 0.027 0 3 -0.001 0.658 8 -0.595 0.658 4 904 LB POINT LOAD ON Envelope Member End Reactions UNBIRU'NEVIBER Member Member End Axial[k] LC y Shear[k] LC z Shear[k] LC Torque[k-ft] LC y-y Moment[k-ft] LC z-z Moment[k-ft] LC 1 M 1 I max 0 8 0 8 0 8 0 8 0 8 0 8 2 min 0 1 0 1 0 1 0 1 0 1 0 1 3 J max 0.035 6 0.07 6 0 8 0 8 0 8 0 8 4 min -0.094 4 -0.189 4 0 1 0 1 0 1 0 1 5 M2 I max 0 8 0.073 2 0.018 8 0 8 0 8 0 8 6 min 0 1 -0.035 8 -0.037 2 0 1 0 1 0 1 7 J max 0 8 0.139 4 0.05 6 0 8 0 8 0 8 8 min 0 1 -0.101 6 -0.069 4 0 1 0 1 0 1 9 M3 I max 0.045 4 0 8 0 8 0.005 6 0 8 0 8 10 min -0.027 6 0 1 0 1 -0.01 4 0 1 0 1 11 J max 0.045 4 0 8 0 8 0.005 6 0 8 0 8 12 min -0.027 6 0 1 0 1 -0.01 4 0 1 0 1 13 M4 I max 0.018 5 0.05 7 0.055 1 0 8 0 8 0 8 14 min -0.025 3 -0.109 1 -0.025 7 -0.002 2 0 1 0 1 15 J max 0.018 5 0.109 1 0.025 7 0 8 0 8 0 8 16 min -0.025 3 -0.05 7 -0.055 1 -0.002 2 0 1 0 1 17 M5 I max 0.468 6 0 8 0 8 0 8 0 8 0 8 18 min -0.788 4 0 1 0 1 0 1 0 1 0 1 19 J max 0.468 6 0 8 0 8 0 8 0 8 0 8 20 min -0.788 4 0 1 0 1 0 1 0 1 0 1 21 M6 I max 0.435 6 0 8 0 8 0 8 0 8 0 8 22 min -0.697 4 0 1 0 1 0 1 0 1 0 1 RISA-3D Version 22 [ Unistrutr.r3d] Page 4 Company Facet 10/31/2024 IIRISA Designer STabert 10:18:52 AM Job Number Checked By A NEMETSCHEK COMPAN Model Name Envelope Member End Reactions(Continued) Member Member End Axial k LC y Shear k LC z Shear[kl LC Tor ue k-ft LC v-v Moment k-ft LC z-z Moment k-ft LC 231 1 J max 0.435 6 0 8 0 8 0 8 0 8 0 8 24 min -0.697 4 0 1 0 1 0 1 0 1 0 1 25 M7 I max 0.413 5 0 8 0 8 0 8 0 8 0 8 26 min -0.823 3 0 1 0 1 0 1 0 1 0 1 27 J max 0.413 5 0 8 0 8 0 8 0 8 0 8 28 min -0.823 3 0 1 0 1 0 1 0 1 0 1 29 M8 I max 0.527 8 0 8 0 8 0 8 0 8 0 8 30 min -0.817 2 0 1 0 1 0 1 0 1 0 1 31 J max 0.527 8 0 8 0 8 0 8 0 8 0 8 32 min -0.817 2 0 1 0 1 0 1 0 1 0 1 33 M9 I max 0.111 7 0 8 0 8 0 8 0 8 0 8 34 min -0.244 1 0 1 0 1 0 1 0 1 0 1 35 J max 0.111 7 0 8 0 8 0 8 0 8 0 8 36 min -0.244 1 0 1 0 1 0 1 0 1 0 1 37 M 10 I max 0.04 8 0 8 0 8 0 8 0 8 0 8 38 min -0.082 2 0 1 0 1 0 1 0 1 0 1 39 J max 0.04 8 0 8 0 8 0 8 0 8 0 8 40 min -0.082 2 0 1 0 1 0 1 0 1 0 1 41 M11 I max 0.155 4 0 8 0 8 0 8 0 8 0 8 42 min -0.113 6 0 1 0 1 0 1 0 1 0 1 43 J max 0.155 4 0 8 0 8 0 8 0 8 0 8 44 min -0.113 6 0 1 0 1 0 1 0 1 0 1 45 M 12 I max 0.078 6 0 8 0 8 0 8 0 8 0 8 46 min -0.211 4 0 1 0 1 0 1 0 1 0 1 47 J max 0.078 6 0 8 0 8 0 8 0 8 0 8 48 min -0.211 4 0 1 0 1 0 1 0 1 0 1 49 M 13 I max 0.039 3 0.863 4 0.001 7 0.026 5 0 8 0 8 50 min -0.031 5 -0.496 6 -0.002 1 -0.027 3 0 1 0 1 51 J max 0.049 4 0.519 8 0.003 6 0.026 7 0 8 0 8 52 min -0.039 6 -0.886 2 -0.003 4 -0.027 1 0 1 0 1 53 M 14 1 max 0.04 6 0.904 4 0.003 3 0.026 5 0 8 0 8 54 min -0.07 4 -0.511 6 -0.001 5 -0.027 3 0 1 0 1 55 J max 0.017 7 0.489 8 0.002 8 0.026 7 0 8 0 8 56 min -0.046 1 -0.882 2 -0.003 2 -0.027 1 0 1 0 1 RISA-3D Version 22 [ Unistrutr.r3d] Page 5 Company Facet 10/31/2024 Des gner I'RISA Job INu Number : STabert ChecBked By: Model Name Load Combinations Description Solve P-Delta BLC Factor BLC Factor BLC Factor BLC Factor 1 IBC 21/ASCE ASD 8 a Yes Y DL 1 0.2 ELX 0.7 4 1 2 IBC 21/ASCE ASD 8 b Yes Y DL 1 Sds 0.2 ELZ 0.7 5 1 3 IBC 21/ASCE ASD 8 c Yes Y DL 1 ;Sds*;D ds 0.2 ELX -0.7 6 1 4 IBC 21/ASCE ASD 8 d Yes Y DL 1 Sds 0.2 ELZ -0.7 7 1 5 IBC 21/ASCE ASD 10 a Yes Y DL 0.6 Sds*DL -0.2 ELX 0.7 4 1 6 IBC 21/ASCE ASD 10 b Yes Y DL 0.6 Sds*DL -0.2 ELZ 0.7 5 1 7 IBC 21/ASCE ASD 10 c Yes Y DL 0.6 Sds*DL -0.2 ELXL -0.7 6 1 81 IBC 21/ASCE ASD 10 d Yes Y DL 0.6 Sds*DL -0.2 ELZ -0.7 7 1 RISA-31D Version 22 [Unistrutr.r3d] Page 6 CTA-63 CTA-63 +TYP. E OONC. FILL R METAL DECK 1�' MIN. \ �' 2ND FLOOR `G�� p� " EL SEE P 1/2'0 EXP. ANCHOR BOLT, 3' MIN. a 1w. P1000T io 2-1/4'Fa6' SDS SCREWS, a� MR0050 COUPLER CH4NNEL WELD WASHER TO FITTING I / W. Ek g� I P2682 FITTING W/ NUT 6t tO CL D 8 I CRAD� CUP f I WASHER EA SIDE P1000 STIFFENER m N o i` CRADLE CUP o Q 1/2'0 THREADED ROD Lu P1000 STFFENER i= � llQIE. o e 1/2'0 THREADm ROD 10 K SELECT ANCHORAGE BASED ON OVERHEAD FLUTE CONDITION. so ( 5 VERTICAL HANGER ROD (D VERTICAL HANGER ROD 1 3 8' GLULAM GIRDER 2ND FLOOR MIN. OR PURUN SEE pup . . (E) CONCRETE FILL 2-114.OW SOS SCREWS, OVER METAL DECK WELD WASHER TO FTTIING 1/2'1 EXP. ANCHOR 1345 FITTING PI543AW r BRACE SPF-200-050 DESIGN HANGER ROD, SEE- LOAD = 2100LBS HANGER ROD•Az DEE 7/S3.0 PER UNISTRUT BRACE iPFF II .' ' CATALOG PAGE 104 FITTING - OK CElull. I CEILING EL S.A.D. EL- SAO. -CHNIEL CR 0-10ONG PLATE .AT ;AM. CHANNEL OR MOUNTING PLATE AT SIM. 6) DIAGONAL BRACE 2 DIAGONAL BRACE N.T.S. N.T.S. EX[STP,Kj'DRAWDUS OF UNISIRUTMOMER FRAME SUPPORT FACET CT"'-F1000 : P 0 i1 Channels AtkorOA-64 Urnistrvt 131000-BEAM LOADING 131001 -BEAM LOADING Dell.at Uniform Loading at Deflection Defl.at Uniform Loading at Deflection Max.Allowable Uniform Max.Allowable Uniform Span Uniform Load Load Span/180 Span/240 Span/360 Span Uniform Load Load Span/180 Span/240 Span/360 In Lbs In Lbs Lbs Lbs In Lbs In Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 24 3,500* 0.02 3,500* 3,500* 3,500* 36 1,130 0.13 1,130 1,130 900 36 3,190 0.07 3,190 3,190 3,190 48 850 0.22 850 760 500 48 2,396 0.13 2,390 2,390 2,390 60 680 0.35 650 480 320 60 1,910 0.20 1,910 1,910 1,620 72 560 0.50 450 340 220 72 1,600 MAX APPLIED POINT LOAD=904 LBS/ 1,130 0.5(ADJUSTMENT FACTOR)/0.85(T 84 480 0.68 330 250 160 84 1,370 FACTOR)=2127.05 LBS OK 830 96 420 0.89 250 190 130 96 1,200 0.51 1,200 950 630 108 380 1.14 200 150 100 108 1,060 0.64 1,000 750 500 120 340 1.40 160 120 80 120 960 0.79 810 610 410 144 280 2.00 110 80 60 144 800 1.14 560 420 280 168 240 2.72 80 60 40 168 680 1.53 410 310 210 192 210 3.55 60 50 NR 192 600 2.02 320 240 160 216 190 4.58 50 40 NR 216 530 2.54 250 190 130 240 170 5.62 40 NR NR 240 480 3.16 200 150 100 P1000-COLUMN LOADING P1001 -COLUMN LOADING Max.Allowable Maximum Column Load Applied at C.G. Max.Allowable Maximum Column Load Applied at C.G. Unbraced Load at Unbraced Load Height Slot Face K=0.65 K=0.80 K=1.0 K=1.2 Height at Slot Face K=0.65 K=0.80 K=1.0 K=1.2 In Lbs Lbs Lbs Lbs Lbs In Lbs Lbs Lbs Lbs Lbs 24 3,550 10,740 9,890 8,770 7,740 24 6,430 24,280 23,610 22,700 21,820 _ 36 3,190 8,910 7,740 6,390 5,310 36 6,290 22,810 21,820 20,650 19,670 _ 4 7 0 Y.Yv7 0 0 60 3 0 48 6,160 21,410 20,300 18,670 16,160 60 2,380 5,910 4,690 3,630 2,960 60 6,000 20,210 18,670 15,520 12,390 _ 0 72 5,620 18,970 16,160 12,390 8,950 84 1, 0 4,040 3,200 2,480 1,980 84 5,170 16,950 13,630 9,470 6,580 96 1,6 0 110 1,660 96 4,690 14,890 11,190 7,250 5,040 108 1,510 MAXAPPLIED AXIAL=823 LBS OK 810 108 4,170 12,850 8,950 5,730 3,980 120 1,380 2,700 2,110 ** 120 3,690 10,900 7,250 4,640 144 1,150 2,180 1,660 144 2,930 7,630 5,040 P10001P1001 -ELEMENTS OF SECTION Notes: Parameter P7000 1 .Load limited by spot weld shear. '*KVr>200 Area of Section 0.555 In2 1.111 ITNR=Not Recommended. Axis 1-1 1. Beam loads are given in total uniform load(W Lbs)not uniform load(w Ibs/ft or Moment of Inertia(1) 0.185 In4 0.928 In4 w Ibs/in). Section Modulus(S) 0.202 Ina 0.571 Ina 2.Beam loads are based on a simple span and assumed to be adequately laterally Radius of Gyration(r) 0.577 In 0.914 In braced.Unbraced spans can reduce beam load carrying capacity.Refer to Page 62 _ Axis 2-2 for reduction factors for unbraced lengths. Moment of Inertia(1) 0.236 In4 0.471 In4 3. For pierced channel,multiply beam loads by the following factor: Section Modulus(S) 0.290 In' 0.580 In' "KO"Series.......95% "T"Series..........85% _ Radius of Gyration(r) 0.651 In 0.651 In "HS"Series.......90% "SL"Series........85% "HY Series........90% "DS"Series........70% "WT"Series.......85% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads,multiply beam loads by 50%and the corresponding deflection by 80%.For other load conditions refer to page 18. 6.All beam loads are for bending about Axis 1-1. FACET Trubolt Wedge Anchor Technical Data PERFORMANCE TABLE Trubolt WedgeAnchors Ultimate Tension and Shear Values (Lbs/kN) in Concrete* ANCHOR INSTALLATION WORST CASE SHEAR IN fc=2000 PSI(13.8 MPa) fc=4000 PSI(27.6 MPa) fc=6000 PSI(41.4 MPa) DIA. TORQUE RISAMODEL- 109 LBS TENSION SHEAR TENSION SHEAR TENSION SHEAR In.(mm) Ft.Lbs.(Nm) s.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 1/4 (6.4) 4 (5.4) - OK 1,18\1) 2) 1,400 (6.2) 1,780 (7.9) 1,400 (6.2) 1,900 (8.5) 1,400 (6.2) WORSTCASE TENSION 2,103) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 2,26 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3,300 (14.7) 1,680 (7.5) 3/8 (9.5) 25 INRISAMODE 823 1,620 (7. 2,320 (10.3) 2,240 (10.0) 2,620 (11.7) 2,840 (12.6) 3,160 (14.1) H3S _ OK 3,480 (15.5) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) ff 800 (21.4) 4,000 (17.8) 5,940 (26.4) 4,140 (18.4) 6,120 (27.2) 4,500 (20.0) 1/2 (12.7) 55 (74.6) 2-1/4 (57.2) ,455 (20.7) 4,760 (21.)) 4,920 (22.7) 4,760 (21.2) 6,025 (31.3) 7,040 (31.3) 4-1/8 (104.8) ar on or 4,660 (20.7) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 6 (152.4) WS-G 5,340 (23.8) 7,240 (32.2) 9,640 (42.9) 7,240 (32.2) 10,820 (48.1) 8,160 (36.3) 5/8 (15.9) 90 (122.0) 2-3/4 (69.9) Hot Dipped 5,185 (29.3) 7,120 (31.7) 7,180 (31.9) 7,120 (31.7) 9,225 (43.2) 9,616 (42.8 5-1/8 (130.2) Galvanized 6,580 (29.3) 9,600 (42.7) 14,920 (66.4) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 7-1/2 (190.5) or YyW_304S.S. 7,060 (31.4) 9,600 (42.7) 15,020 (66.8) 11,900 (52.9) 16,380 (72.9) 12,520 (55.7) 3/4 (19.1) 110 (149.2) 3-1/4 (82.6) or 6,765 (31.7) 10,120 (45.0) 10,840 (481) 13,720 (61.0) 13,300 (59.2) 15,980 (71.1) 6-5/8 (168.3) SWW-316S.S. 10,980 (48.8) 20,320 (90.4) 17,700 (78.7) 23,740 (105.6) 20,260 (90.1) 23,740 (105.6) 10 (254.0) 10,980 (48.8) 20,320 (90.4) 17,880 (79.5) 23,740 (105.6) 23,580 (104.9) 23,740 (105.6) 7/8 (22.2) 250 (339.0) 3-3/4 (95.3) 9,290 (42.3) 13,160 (58.5) 14,740 (65.6) 16,580 (73.8) 17,420 (77.5) 19,160 (85.2) 6-1/4 (158.8) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 8 (2031) 14,660 (65.2) 20,880 (92.9) 20,940 (93.1) 28,800 (128.1) 24,360 (108.4) 28,800 (128.1) 1 (25.4) 300 (406.7) 4-1/2 (114.3) 11,770 (62.0) 16,080 (71.5) 19,245 (89.8) 22,820 (101.5) 21,180 (94.2) 24,480 (108.9) 7-3/8 (187.3) 14,600 (64.9) 28,680 (127.6) 23,980 (106.7) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) 9-1/2 (241.3) 18,700 (83.2) 28,680 (127.6) 26,540 (118.1) 37,940 (168.8) 33,260 (148.0) 38,080 (169.4) * Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values. * For Tie-Wire Wedge Anchor,TW-1400,use tension data from 1/4"diameter with 1-1/8"embedment. * For continuous extreme low temperature applications,use stainless steel. PERFORMANCE ff ROPP113 Ultimate Tension and Shear Values (Lbs/kN) in - . Lightweight Concrete* ANCHOR INSTALLATION EMBEDMENT ANCHOR LIGHTWEIGHT CONCRETE LOWER FLUTE OF STEEL DECK WITH DIA. TORQUE DEPTH TYPE fc=3000 PSI(20.7 MPa) LIGHTWEIGHT CONCRETE FILL In.(mm) Ft.Lbs.(Nm) In.(mm) fc=3000 PSI(20.7 MPa) TENSION SHEAR TENSION SHEAR Lbs.(kN) Lbs.(kN) Lbs.(kN) Lbs.(kN) 3/8 (9.5) 25 (33.9) 1-1/2 (38.1) 1,175 (5.2) 1,480 (6.6) 1,900 (8.5) 3,160 (14.1) 3 (76.2) WS-Carbon or 2,825 (12.6) 2,440 (10.9) 2,840 (12.6) 4,000 (17.8) 1/2(12.7) 55 (74.6) 2-1/4 (57.2) WS-G 2,925 (13.0) 2,855 (12.7) 3,400 (15.1) 5,380 (23.9) Hot-Dipped 3 (76.2) 3,470 (15.4) 3,450 (15.3) 4,480 (19.9) 6,620 (29.4) 4 (101.6) Galvanized 4,290 (19.1) 3,450 (15.3) 4,800 (21.4) 6,440 (28.6) or 5/8(15.9) 90 (122.0) 3 (76.2) WW-304 S.S. 4,375 (19.5) 4,360 (19.4) 4,720 (21.0) 5,500 (24.5) 5 (127.0) or 61350 (28.2) 6,335 (28.2) 6,580 (29.3) 9,140 (40.7) 110 (149.2) 3-1/4 (82.6) SWW-316 S.S. 5,390 (24.0) 7,150 (31.8) 5,840 (26.0) 8,880 (39.5) 5-1/4 (133.4) 7,295 (32.5) 10,750 (47.8) 7,040 (31.3) N/A * Allowable values are based upon a 4 to 1 safety factor.Divide by 4 for allowable load values. FACET E V PROJECT DATA CASCADALLEY HOSPITAL SIZE E 4.83 ACRES MEDICAL&OTHER HEALTH SERVICES PARCEL# 31051100102900 TAXID# 91-0792201 LEGAL DESCRIPTION: SEC 11 TWP 31 RGE 05RT-36)BEG NE COR SE1/4 NE114 TH S 660FTALG E LN SEC TPB TH W 439.56FT RUN PLW N LN SO SUB TH S 660FT MI TO S LN SO SE114 NE1/4 TH E 439.54FT TO SE CDR SD SUB TH N 660FT M/L TPB LESS BEGON S LN SD SEi/4 NE 304FT W OF SE CORSO SUB TH N 20OFT TH W TO W LN AFORE-SAID TR TH S TO SW CDR SO TR TH E ALG S LN SD SUB TPB ALSO LESS BEG NE CORSEi/4 NEi/4 TH S ALG E LN SD SUB 1122FT TPB TH W PLT S LN SUB 229FT TH S PLT E LN SO SUB 116FT TO S LN SO SUB TH E ALG S LN SD SUB TO SE CDR THOF TH N ALG E LN SO SUB TPB EXC RD LESS S 25FT TH OF TO CITY OF ARLINGTON&ALSO EXC ANY PTN OF BLDG ONLY DESC ON ACCT NO 113105-1-042-0003 LY THOF ARCHITECTURAL ABBREVIATIONS ARCHITECTURAL SYMBOLS OWNER SITEADDRESS: 330 S STILLAGUAMISH AVENUE ARLINGTON,WA 98223 & AND SKAGIT REGIONAL HEALTH X 1415 EAST KINCAID STREET ACT ACOUSTIC CEILING TILE DETAIL REFERENCE MT.VERNON,WA 98273 PROJECT DESCRIPTION AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT REGIONAL DIRECTOR:MIKE YENGICH ALT ALTERNATE myengich@skagitregionalhealth.org THIS PROJECT INVOLVES REPLACING THE EXISTING CT SCANNER AND INCLUDES NEW FINISHES,CASEWORK,AND DOOR HARDWARE.THE PROPOSED WORK ALUM ALUMINUM 360-428-6416 DOES NOT CHANGE CURRENT USE,OCCUPANT LOAD,EGRESS,OR PLUMBING REQUIREMENTS. zo AV AUDIO/VISUAL BLDG BUILDING X ARCHITECT:JENNIFER SHEAHAN 0 ~a CLG CEILING AL jsheahan@skagitregionalhealth.org it CLR CLEAR X'AX XX X INTERIOR ELEVATION 360-202-7550 O N CMU CONCRETE MASONRY UNIT (� COL COLUMN X CONC CONCRETE - w CONT CONTINUOUS DESIGN TEAM CPT CARPET DOOR TAG W CT CERAMIC TILE DIA DIAMETER STRUCTURAL D DIM(S) DIMENSION(S) ROOM NAME FACET DN DOWN ® ROOM NAME/NUMBER 2210 RIVERSIDE DRIVE w DR DOOR STE.110 < DS DOWNSPOUT MOUNT VERNON,WA 98273 �� _ •� - o DTL DETAIL CONTACT:STEPHEN TABERT DWG DRAWING ELEVATION DATUM stabert@f—tnw.com DWR DRAWER 360-899-1110 d (E) EXISTING MECHANICAL EA EACH Z ELEC ELECTRICAL C A ' COLUMN GRID ENGINEERING ECONOMICS,INC. _ ELEV ELEVATOR OR ELEVATION \_J\J STE.31201 25STERN AVENUE ENE ENLARGED SEATTLE,WA 98101 EQU EQUAL CONTACT:DANA THOMAS z Sk4t Regign4 Health EXIST EXISTING dana.thomas@eeiengineers.com EXT EXTERIOR (') WALL TAG 206-622-1001 a (F) FUTURE Y F-C FIBER CEMENT ELECTRICAL FCP FIBER CEMENT PANEL K ENGINEERS FD FLOOR DRAIN 208 THIRD STREET - (7 FE FIRE EXTINGUISHER OA WINDOW TAG LYNDEN,WA 98264 J FEC FIRE EXTINGUISHER CABINET CONTACT:DILL DIEPHUIS J FF FINISHED FLOOR billdiephuis@k-engineers.com j= FF SAM FOIL FACED SELF-ADHERED MEMBRANE 360-354-4757 FLR FLOOR z FRT FIRE RETARDANT TREATED # Jp#f # CASEWORK TAG I FDIC FURNISHED BY OWNER,INSTALLED BY CONTRACTOR yr_ LLI GA GUAGE # _- GALV GALVANIZED _ - GLB GLUE LAMINATED BEAM '�_ - W GWB GYPSUM WALLBOARD - HB HOSE BIB REVISION INDICATOR U J HR HOUR Q Q INSUL INSULATION Ly J HC HOLLOW CORE 1 _ HM HOLLOW METAL REVISION NUMBER j1 HT SAM HIGH TEMP RESISTANT SELF-ADHERED MEMBRANE W O HSS HOLLOW STEEL SECTION ILO IN LIEU OF I•J_ LF LINEAL FEET } N INT INTERIOR MAX MAXIMUM ITE PLAN " 11I MECH MECHANICAL QNR W MFR MANUFACTURER S Q <o MIN MINIMUM MISC MISCELLANEOUS Z N z MO MASONRY OPENING Lu = N)L NEW METAL DRAWING INDEX f-- a `. + - Ur^ Q a 3 NA NOT APPLICABLE ` +..� +: V/ U Z NFVA NET FREE VENT AREA 3 - \ 1 �1rw Vie` U) F NIC NOT IN CONTRACT w a4 i ] rn OC ON CENTER I v __.,• / Q OD OUTSIDE DIAMETER I " 'f �, - - '!= �/ (-•) OPP OPPOSITE OH OPPOSITE HAND GENERAL -3G i �� ti : • ' _ F ORWL OVERFLOW RAIN WATER LEADER PLYWD PLYWOOD G0.0 COVER SHEET J,'• PNT PAINT OR PAINTED G0.1 CODE SHEET - ',:Sr E MAPLE STREET PT PRESSURE TREATED R RISER - REF REFERENCE OR REFRIGERATOR INFECTION CONTROL _ 12803 REGISTERED READ REQUIRED y ARCHITECT RCP REFLECTED CEILING PLAN IC1.0 1ST FLOOR INFECTION CONTROL PLAN REQ REQUIRED w R&S ROD AND SHELF ¢ J N IFER SHEAHAN RD ROOF DRAIN ARCHITECTURAL RO ROUGH OPENING A1.0 1ST FLOOR PLAN AND RCP • w RM ROOM A2.0 ENLARGED PLANS • LL RWL RAIN WATER LEADER A3.0 INTERIOR ELEVATIONS SC SOLID CORE - - SF SQUARE FOOT/FEET SHWR SHOWER MECHANICAL SHT SHEET - INVESTIGATION BY: DRANN BY: SI SQUARE INCH(ES) M0.0 COVER SHEET • - JS JS SIM SIMILAR M0.1 SCHEDULES AND DETAILS • - - ae SPEC SPECIFIED OR SPECIFICATION MO.2 SPECIFICATIONS • j ''4 DATE: PROJECT MGR: SQU SQUARE M �i M2.1 OVERALL FLOOR PLAN • _ 2.2 DEMOLITION AND NEW WORK PLANS • �- - • -�+ TVEIT ROAD 02/07/2025 My aj SS STAINLESS STEEL C HIGHLAND DRIVE � _ t TL STREET ELECTRICAL ".STEALrYr SCALE: FILE NAME- S pz STRUCT STRUCTURAL .1.` a - j v ,•a 1- 1/8"=1'-0" GO.O.DWG b6 T TREAD E0.1 NOTES,LEGEND,AND INDEXTPD • �_- - d w 3„`= TO TOP ET PAPER DISPENSER E2.2 FIRST BOOR PLAN AN i PROJECT No: 3916-2024 § TOC TOP OF CONCRETE E2.3 CT ROOM ENLARGED PLANS • - ; TOS TOP OF STEEL E2.4 EQUIPMENT PLAN • j SHEET TITLE: �g TYP TYPICAL E6.1 POWER SYSTEM RISER DIAGRAM • C < UNO UNLESS NOTED OTHERWISE E6.2 POWER SYSTEM RISER DIAGRAM VCT VINYL COMPOSITION TILE E6.3 PANEL SCHEDULE s - COVER SHEET € VIF VERIFY IN FIELD VT VINYL TILE - W/ WITH EQUIPMENT -"" -` -, l-a W/O WITHOUT WC WATER CLOSET A101 EQUIPMENT FLOOR PLAN WD WOOD S101 STRUCTURAL FLOOR PLAN • SHEET NUMBER: WF WIDE FLANGE S102 STRUCTURAL CEILING PLAN ,r VICINITY MAP ^ ` WRB WEATHER RESISTIVE BARRIER E101 ELECTRICAL PLANS • I NTS / 'O.O t3g WWF WELDED WIRE FABRIC E501 POWER SCHEDULE • v p� 8� €8 APPLICABLE CODES DURING 2008 EXPANSION BUILDING INFORMATION IBC CODE SUMMARY BASEMENT OCCUPANCY AND EGRESS WIDTH 2006 INTERNATIONAL BUILDING CODE TOTAL FLOOR AREAS CHAPTER 3-USE AND OCCUPANCY CLASSIFICATION: 2006 INTERNATIONAL FIRE CODE BASEMENT: 14,400 SF 14,400 SF/100= 2006 INTERNATIONAL MECHANICAL CODE FIRST FLOOR: 36,737 SF BUILDING OCCUPANCIES 144 OCCUPANTS 2006 INTERNATIONAL FUEL GAS CODE 1987 TOWER-BLDG 1 14,400 SF 2006 UNIFORM PLUMBING CODE AND PLUMBING STANDARDS 2008 EXPANSION-BLDG 2 22,337 SF HOSPITAL: 1-2 144/2=72 2006 INTERNATIONAL PROPERTY MAINTENANCE CODE SECOND FLOOR: 30,995 SF BUSINESS: B 2005 NATIONAL ELECTRICAL CODE 1987 TOWER-BLDG 1 14,400 SF ASSEMBLY: A-2,A-3 2006 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES(ICC/ANSI 117.1) 2008 EXPANSION-BLDG 2 16,595 SF 2006 INTERNATIONAL EXISTING BUILDING CODE THIRD FLOOR: 14,400 SF 2006 INTERNATIONAL LIFE SAFETY CODE CHAPTER 4-SPECIAL DETAILED REQUIREMENTS BASED ON USE AND OCCUPANCY: 2006 FGI DESIGN AND CONSTRUCTION GUIDELINES TOTAL BUILDING AREA: 96,532 SF 72 M.R.I.BUILDING: 1,123 SF AREA OF REFUGE CALCULATIONS 72 MECHANICAL BUILDING: 325 SF SMOKE COMPARTMENT 1-1ST FLOOR 72 X 0.2=14.4" OCCUPANCY AREAS 106/3 SF/OCCUPANTS =PA OCCUPANTS X 6 0.=636 SF REQ'D<36"ACTUAL 72 X 0.2=14.4" BASEMENT: E /3=36 OCCUPANTS PER DOOR;X 0.2=7.2"REQ'D<qq^ACTUAL REQ'D<36"ACTUAL I-2 HOSPITAL SUPPORT 11,385 SF SMOKE COMPARTMENT 2-2ND FLOOR SITE INFORMATION B BUSINESS OFFICES 3,015 SF 7.749 BE/100=78 OCCUPANTS X 6 SF=468 BE 78/3=26 OCCUPANTS PER DOOR;X 0.2=5.2"REQ'D<44"ACTUAL FIRST FLOOR: GROSS FOOTPRINT OF BUILDINGS: 22,744 SF B ADMINISTRATIVE 15,365 SF GROSS FOOTPRINT OF PARKING AREAS: 42,588 SF 1-2 HOSPITAL 19,427 SF CHAPTER 5-GENERAL BUILDING HEIGHTS AND AREAS: OTHER IMPERVIOUS AREA: 15,218 SF A-3 ASSEMBLY 1,945 SF FIRST FLOOR OCCUPANCY AND EGRESS WIDTH LANDSCAPING AREA: 19,748 SF ALLOWABLE: 1-2: 4 STORIES,160 FT MAXIMUM SECOND FLOOR: A-2: 11 STORIES,160 FT MAXIMUM TOTAL SITE AREA: 100,298 SF B ADMINISTRATIVE 5,442 SF A-3: 11 STORIES,160 FT MAXIMUM ROOF GARDEN 1,895 SF B: 11 STORIES,160 FT MAXIMUM 1-2 HOSPITAL 20,384 SF 14,400 SF/100= A-2 DINING&SERVERY 3,121 SF ACTUAL HEIGHT: 1987 WING IS 4 STORIES,57'-9 1/2"ABOVE GRADE PLANE 144 OCCUPANTS Zp A-3 CHAPEL 1535E 144+86=230/2=115 F MAX ALLOWABLE AREA: UNLIMITED a THIRD FLOOR: U I-2 HOSPITAL 14,400 SF 115 X 0.2=23" 0 N CHAPTER 6-TYPES OF CONSTRUCTION: REQ'D<42"ACTUAL r 115 X 0.2=23" (� a CONSTRUCTION TYPE: I-B /J/ REQ'D<36"ACTUAL w FIRE-RESISTANCE RATING REQUIREMENTS: 115 115 LLI BUILDING ELEMENT: 2 HR 86 X 0.2=17.2" BEARING WALLS: REQ'D<44"ACTUAL -INTERIOR: 2 HR co -EXTERIOR: 2 HR 19,197 SF/100=192 OCCUPANTS 66 NON BEARING WALLS: (n -INTERIOR: 0 HR 230 SF/15(WAITING)-16 OCCUPANTS a FLOOR CONST: 2 HR =208 OCCUPANTS TOTAL o ROOFCONST: 1 HR 208+50=258/3=86 ROOF IS WITHIN 20'OF FLOORS BELOW HEAVY TIMBER IS USED IN LOBBY AREA o Z SHAFT ENCLOSURES: 2 HR 86 X 0.2=17.2" CORRIDORS: 0 HR,SMOKE TIGHT REQ'D<72"ACTUAL SMOKE BARRIER: 1 HR ELEVATOR RMS: 2 HR 66 1-,, _,,1 ,,,,1 M.R.I.BUILDING: III 50 Skagit Regional Health B OCCUPANCY �86 EXTERIOR WALLS: 1 HR N&W OHR S&E SEPARATION DIMS: 11'-O"MRI WEST TO 1987 BLDG 86 X 0.2=17.2" 2,985 SF/15= 16'-4"MRI SOUTH TO 2008 BLDG REQ'D<36"ACTUAL 199 OCCUPANTS 50 199/4=50 CHAPTER 7-FIRE AND SMOKE PROTECTION FEATURES: 50 X 0.2=10" 50 50 FIRE BARRIER REQUIREMENTS: REQ'D<72"ACTUAL 50 X 0.2=10" A TO I OCCUPANCY=1HR FIRE BARRIER SEPARATION REQ'D<36"ACTUAL Z FIRE RESISTANCE RATING REQUIREMENTS: W tt I I TWO HOUR MACHIN PROVIDED OMENCLOS FUTURE FLEXIBILITY SECOND FLOOR OCCUPANCY AND EGRESS WIDTH 2 TWO HOUR MACHINE ROOM ENCLOSURES PROVIDED CHAPTERS-INTERIOR FINISHES: W!1 J 14,400 27=2 1 V lr�y/yry ASSEMBLY:A-2&A-3 Q 1440 SF/100= Q INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 J CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 144+127=271/2=136 ^^ ROOMS AND ENCLOSED SPACES:CLASS C LL 0 BUSINESS:B 136X0.2=27.2" INTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS B REQ'D 136"ACTUAL 136 X 0.2=27.2" O CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS C REQ'D<36"ACTUAL tt 6 6 ROOMS AND ENCLOSED SPACES:CLASS C PROJECT LOCATION MECHANICAL - HOSPITAL:1-2 136 W N BUILDING NTERIOR EXIT STAIRWAYS,RAMPS AND PASSAGEWAYS:CLASS 6 136 N b, CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS:CLASS B 14,285 SF 1100=143 OCCUPANTS W J Z m ROOMS AND ENCLOSED SPACES:CLASS 6 J w Z 1,895 SF 115(WAITING)=127 OCCUPANTS ❑ =270 OCCUPANTS TOTAL 127 127 X 0.2=25.4" ; =z 008 CHAPTER 9-FIRE PROTECTION SYSTEMS: 270+110=380/3=127 REQ'D<44"ACTUAL _ m LA= --------- 1987 TOWER - AUTOMATIC SPRINKLER SYSTEM-NFPA 13 127- Q 1 BUILDING 1 3 127 X 0.2=25.4" ��/� Q O 0 CHAPTER 10-MEANS OF EGRESS: REQ'D<36"ACTUAL V/ U p HBBH Stss DESIGN OCCUPANT LOAD:1,472 I- < o J 0 L 127X 0.2=25.4" 110X 0.2=22"EGRESS WIDTH: REQ'D<36"ACTUAL REQ'D<88"ACTUAL REFER TO OCCUPANCY DIAGRAMS 127 110 NUMBER OF EXITS: i=i >1 BUT<500=2 EXITS PER STORY REQUIRED ?-� BASEMENT: REQUIRED 2,PROVIDED pp && FIRST FLOOR: REQUIRED=3,PROVIDED=7 LJ SECOND FLOOR: REQUIRED=3,PROVIDED=5 3,274 SF/15= 2008 EXPANSION 6 THIRD FLOOR: REQUIRED 2,PROVIDED 110 X 0.2=22"�` OCCUPANTS 12803 REGISTERED BUILDING 0000000800 M.R.I. REQ'D<88"ACTUAL 110 ARCHITECT BUILDING HORIZONTAL EXITS PROVIDED BETWEEN 1987 AND 2008 CONSTRUCTION TWO HOUR FIRE BARRIER PROVIDED AT COLUMN LINE 1 AT EXISTING 1987 EXTERIOR WALL' II J N IF�ER n HEN HON HORIZONTAL EXITS PROVIDED BETWEEN 1-2 AND A OCCUPANCIES & & TWO HOUR HORIZONTAL EXIT PROVIDED e�ae e� o 0 0 g CHAPTER 29-PLUMBING FIXTURES: THIRD FLOOR OCCUPANCY AND EGRESS WIDTH GROUP A-2:3,274 SF/30=110 OCCUPANTS INVESTIGATION BY: DRANN BY: , 14,400 SF/100= JS JS = LLttt MALE WATER CLOSETS REQ'D=3 144 OCCUPANTS €� 0 FEMALE WATER CLOSETS REQ'D=3 DATE: PROJECT MOR: 144/2=72 MALE LAVATORIES REQ'D=2 02/07/2025 MY 91 STILLAGUAMISH AVENUE FEMALE WATER CLOSETS REQ'D=2 pj SCALE: FILE NAME- WAITING ROOMS:3 TOTAL ° UNISEX WATER CLOSETS REQ'D=3 72 ` 'LAVATORIES REQ'D=3 � 72 PROJECT No: 3916-2024 GROUP 1-2:52,944 SF/200=265 OCCUPANTS it NORTH 72 X 0.2=14.4"- 72 X 0.2 14.4" SHEET TITLE: = =S MALE WATER CLOSETS REQ'D=9 REQ'D<36"ACTUAL FEMALE WATER CLOSETS REQ'D=10 REQ'D<36"ACTUAL CODE SHEET MALE LAVATORIES REQ'D=5 FEMALE WATER CLOSETS REQ'D=5y TOTAL WATER CLOSETS REQ'D=28 SITE PLAN TOTAL WATER CLOSETS PROVIDED=33 OCCUPANCY AND EXIT DIAGRAMS SHEET NUMBER: TOTAL LAVATORIES REQ'D=17 2 SCALE:1"=60'-0" NTS ^O. £5 TOTAL LAVATORIES PROVIDED=31 (v_ DRINKING FOUNTAINS REQ'D=3 pm DRINKING FOUNTAINS PROVIDED=3 €8 I.C.R.A. -GENERAL NOTES (41 I CONSTRUCTION ACTIVITY-TYPE C: sa°�"Teenw k • WORK THAT GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION REMOVAL OF ANY FIXED BUILDING COMPONENT OR ASSEMBLIES. INFECTION CONTROL RISK-GROUP 3: HIGH RISK. CLASS IV REQUIREMENTS: • OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. z , o ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE a i I I TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 0 N U o 01P1 L'-'„- —�— — — J I • COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL � lsJ 6�L _ _ J CUBE METHOD BEFORE CONSTRUCTION BEGINS. W ® • MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING U) HEPA EQUIPPED AIR FILTRATION UNITS. e�"aiM Q - p So- oexa saani awun �e M c„a"510 — „_ _y „_ „a" o��,;o "o;a • SEAL HOLES,PIPES,CONDUITS,AND PUNCTURES APPROPRIATELY. o �� 6 Lai CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS z _ _ THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A — ° ° HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY S(a t Regional Health �'• CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED B1 — IF roa° EACH TIME THEY LEAVE THE WORK SITE. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR L SHOE COVERS. N"aasuoo" DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL V Pam,°•", COMPLETED PROJECT IS INSPECTED BY INFECTION PREVENTION — &CONTROL DEPARTMENT AND THOROUGHLY CLEANED BY THE z — _ OWNER'S ENVIRONMENTAL SERVICES DEPARTMENT. Lu ------� r Il / REMOVE BARRIER MATERIALS CAFEFULLY TO MINIMIZE PROVIDE LLI • ACTIVE MEANS TO PREVENT AIR-BORNE DUST FROM DISPERSING J INTO THE ATMOSPHERE. Q Q J VACUUM AREA WITH HEPA FILTERED VACUUMS. _ W CO F_ � • WET MOP AREA WITH CLEANER/DISINFECTANT. O L.I. } N • CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN I L W w m TIGHTLY COVERED CONTAINERS. w J w z a • COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. z W s0 UPON COMPLETION,RESTORE HVAC SYSTEM WHERE WORK WAS C) Q 3 PERFORMED. Cn C) z (n w z I.C.R.A. KEY NOTES U M< I _ PROVIDE SEALED CONSTRUCTION INGRESS AND EGRESS WITH BOTH TACKY AND DAMP FOOT PADS FOR DUST CONTROL 12803 REGISTERED PROVIDE TACKY FOOD PAD BOTH SIDES OF DOORWAY ARCHITECT v SEAL DOORWAY J N II AS HAON _0 INVESTIGATION BY: DRANK BY: JS JS = DATE: PROJECT MGR: 02/07/2025 MY 3= SCALE: FILE NAME: 04 1 3/32"=1'-0" IC1.0.DWG aW k. PROJECT No: 3916-2024 1 BUILDING 2 - FIRST FLOOR - INFECTION CONTROL PLAN SHEET TITLE: L BLD 2 First Floor Scale: 3�32"=1'—O" 0 2 4 8 16 24 ft.ca NORTH - Infection Control Plan a� SHEET NUMBER: S� =o 18 KEY PLAN IC1 .0 NO SCALE NORTH €tl GENERALNOTES UPS 223A • THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DRAWINGS, DIMENSIONS,SPECIFICATIONS AND SCHEDULES PRIOR TO PROCEEDING WITH ANY WORK. • CONSTRUCT AND/OR PROVIDE s 4 A« PROTECTION BARRIERS AS NEEDED FOR SAFETY,TO CONTAIN Office Office DUST DUE TO DEMOLITION,AND 1 1223 112221 KEEP BUILDING SECURE AND OFFICE 121.1 112.3 WEATHER TIGHT DURING THE Ri - B1 1223 Pa 1335i n Ba y CONSTRUCTION PERIOD. • INFILL,PATCH AND REPAIR ALL Patient Bay Patient Bay SURFACES AS NECESSARY TO 80.4 80.4 z PREP FOR NEW FINISHES. p o • THE GC SHALL BE RESPONSIBLE O FOR THE CLEANING OF THE JOB U AFTER ITS COMPLETION. LLI CLEANING SHALL INCLUDE INTERIOR OF THE BUILDING,PATH L1 OF TRAVEL TO THE JOB SITE,THE U) U) PARKING LOT. (n w a 0 Toilet Toilet 1227A 1221 4 .4 48.4 z f s ° 6 ° 3 SkagiRegional Health PATIENT Toilet �— TOILET 1334A `` - CT Scan z ACIDif , —\' / 1334 LLI ® ® ` ,, 1f. ` 5 zD ® 339.4 5 Tra ay 1227 3 ® \ 560.8 Uj U J CT SCAN �\ n r I CONTROL 3 n 1333 Q 1333 00 \ 2C iD 89.2 p01 2C ^ 0 UNj O g 2D _ � 9 2D �+ LLI w m Q 2B Q 2B LA J z z Q >o a Z x z UI W T C) Q 3 C/) U �o BUILDING 2 - FIRST FLOOR - PARTIAL FLOOR PLAN - NEW ~ z 2 1 BUILDING 2 - FIRST FLOOR - PARTIAL FLOOR PLAN - DEMO U 3 Scale: 1/4"=V-0" NORTH Scale: 1/4"=V-0" NORTH KEYED CONSTRUCTION NOTES KEYED DEMOLITION NOTES ZBD3 REGISTERED ARCHITECT EXISTING TO REMAIN. -t EXISTING TO REMAIN. sEANIFOER A xEHHoH OFCI WALL MOUNTED ACCESSORIES: REMOVE AND STORE WALL MOUNTED ACCESSORIES FOR REINSTALLATION. A. QUAD GLOVE DISPENSER,HAND SANITIZER,SICK BAGS. A. QUAD GLOVE DISPENSER,HAND SANITIZER,SICK BAGS. B. LEAD HOLDER B. LEAD HOLDER C. SHARPS CONTAINER C. SHARPS CONTAINER =_ INVESTICATION BY: DRAWN BY: D. PAPER TOWEL DISPENSER D. PAPER TOWEL DISPENSER E. DUAL GLOVE DISPENSER E. DUAL GLOVE DISPENSER JS J8 = NEW UPS. DEMO MOUNTING BRACKET FOR UPS. DATE: PROJECT MCR: SYSTEM MAIN DISCONNECT PANEL. SYSTEM MAIN DISCONNECT PANEL. a2/o�/zozs MY SCALE: FILE NAME: EXISTING EMERGENCY,CODE,AND NURSE CALL DEVICES TO REMAIN. EXISTING EMERGENCY,CODE,AND NURSE CALL DEVICES TO REMAIN. aW 1/4"=1'-0" A1.0.DWG k¢ © EXISTING AIR&SUCTION DEVICES TO REMAIN. © EXISTING AIR&SUCTION DEVICES TO REMAIN. INSTALL NEW RUBBER FLOORING AND INTEGRAL 6"COVE BASE THROUGHOUT. DEMO FLOORING AND 6"INTEGRAL COVE BASE THROUGHOUT. PROJECT NO: 3916-2024 ; NEW SOLID SURFACE COUNTERTOP AND PLAM CABINETS. REMOVE EXISTING SINK,COUNTERTOP,CABINETS,AND UNDER-CABINET LIGHTING. SHEET TITLE: • INSTALL SALVAGED SINK,FITTINGS,AND PLUMBING. • SALVAGE SINK,FITTINGS,AND PLUMBING FOR REINSTALLATION. Building Z OFCI S.S.CORNER GUARDS. REMOVE AND STORE S.S.CORNER GUARDS FOR REINSTALLATION. First Floor € o EMERGENCY STOP BUTTON TO REMAIN. o EMERGENCY STOP BUTTON TO REMAIN. Enlarged Plan gg NEW WALL PROTECTION TO 48"H W/S.S.TOP CAP. DEMO EXISTING WALL PROTECTION AND PREPARE WALLS FOR NEW FINISHES. U SHEET NUMBER: ow 12 OFCI TALL STORAGE CABINET. 12 REMOVE AND STORE TALL STORAGE CABINET FOR REINSTALLATION. KEY PLAN A1 .0 €tl NO SCALE NORTH FINISH LEGEND ROOM AND FINISH TAG PARTITION TYPES ROOM ROOM NAME EXISTING TO REMAIN WALL FINISH XXX ROOM NUMBER X X X JBASE FINISH EXISTING TO BE REMOVED ACCENT FLOOR FINISH 6'-0"H PARTITION X — FULL HEIGHT PARTITION -INDICATES:NO ACCENT WALL FINISH SPECIFIED NO WORK PLAN AND ELEVATION SYMBOLS • REFER TO DOOR AND HARDWARE SCHEDULE • REFER TO TYP.MOUNTING HEIGHTS tlptl DOOR AND HARDWARE TYPE O EQUIPMENTTYPE z O • CASEWORK TYPE AND DIMENSIONS (] ~a DESIGN SERIES O U #<### #—DEPTH � rn FINISH ABBREVIATIONS o LLI � L~HEIGHT a ;_--' �� IY A - ACOUSTIC CEILING TILE \� LLI WIDTH B - BASE D C CARET ARCHITECTURAL WOODWORK STANDARDS E - EX STING TO REMAIN PATIENT Y' � G - CORNER GUARDS TOILET L - PLASTIC LAMINATE i • REFER TO FINISH SCHEDULE ME- MATCH EXISTING P - PAINT C_ CORNER OR END WALL GUARD S - SOLID SURFACE 0 i ` ``t '��\ z T - TILE V - RESILIENT FLOORING \ X# FINISH LOCATIONS W - WOOD \ SkagiRegional Health UPS \1223A _ ' FINISH SCHEDULE P, -IBi - SYM FINISH DESCRIPTION REMARKS R1 `\ RUBB 81 BASEER MANUFACTURER: BURKE z �❑ ® \ \ \�\,- W STYLE: 597 MOCHA - - - - _ HEIGHT: 6"H - -' - B2 EXISTING TYPE: FLAT STOCK/STAIN GRADE \ W WOOD BASE STAIN: MATCH EXISTING CT SCAN \ Q Q C1 CARPET MANUFACTURER: MANNINGTON COMMERCIAL CONFIRM SPECIFICATION MATCHES 18� TILES EXISTING PRIOR TO SUBMITTAL \ \ STYLE/COLOR: INFINITY MODULAR-DEEP . CONTROL P7 - 61 \ �\\\" ' _ J d THOUGHTS II-SPECTER 43160 1� R1 , '"�" \ Uj O SIZE: 24 x 24 p� g� G7 CORNER AND MANUFACTURER: ACROWN:SSM-20N/SSM-25MN 0 LL pi END WALL 5 A3.0 2 \ GUARDS COLOR: PEARL 934 ® � } N SIZE: 2"D x T-0"H OFFICE 4 LJ W m G2 CRASH RAIL MANUFACTURER: ACROW 1223 N:SCR-48M CRASH RAIL TO ALIGN WITH TOP OF P1 B1 \ W J z z COUNTERTOP AT EXAM ROOMS AND COLOR: PEARL934 O 6'A3.0 3 1 Z Q >o 36"A.F.F.AT CORRIDORS L > a HEIGHT: 6" \ x z G3 WALL MANUFACTURER: ACROWN:PANELS WALL PROTECTIONS BENEATH CRASH 4 ` _ Q W <w' PROTECTION RAIL AT EXAM ROOMS U 3 COLOR: 929 OYSTER GREY HEIGHT: 34"A.F.F. \ ` �� VJ U �o G4 WALL MANUFACTURER: ACROVYN:PANELS WALL PROTECTION TO 36"A.F.F.AT ut z PROTECTION CORRIDORS AND 48"A.F.F.AT PATIENT Q COLOR: 314 OZARK /, < TOILET ROOM - U U n a HEIGHT: 36"/48"A.F.F. L1 PLASTIC MANUFACTURER: NEVAMAR COUNTERTOPS,U.N.O. LAMINATE COLOR: VA7002T COOL CHIC L2 PLASTIC MANUFACTURER: WILSONART CLEAN ROOM CASEWORK LAMINATE COLOR: 4944-38 CASUAL LINEN 11-_'T M1 EXAM ROOM MANUFACTURER: MIDMARK COUNTERTOPS AT EXAM ANDCOUNTER TREATMENTROOMS COLOR: PEARL GRAY 616M2 EXAM ROOM MANUFACTURER: MIDMARK CASEWORK AT EXAM AND TREATMENT -`CASEWORK ROOMS /\] wnsNiNCTON COLOR: FLAX SHERWN 2 ENLARGED FINISH PLAN 1 BUILDING 2 - FIRST FLOOR - ENLARGED FINISH PLAN P1 PAINT MANUFACTURER: SHERWIN WILLIAMS SUPER PAINT.SANITIZING TECH. COLOR: COLOR MATCH BENJAMIN THROUGHOUT,U.N.O. Scale: 1/2"=1'-O" Scale: 1/2"=V-0" NORTH MOORE OC-11 CLAY BEIGE =e P2 PAINT MANUFACTURER: SHERWIN WILLIAMS SUPER PAINT W/SANITIZING TECH. INVESTIGATION BY: DRAWN BY:JS JS = COLOR: SW6206 OYSTER BAY ACCENT PAINT a„ P3 PAINT MANUFACTURER: SHERWINWILLIAMS SUPER PAINT W/SANITIZING TECH. DATE: PROJECT MGR: COLOR: SW7514 FOOTHILLS DOOR FRAMES AND TRIM THROUGHOUT 02/07/2025 MY a V1 RESILIENT MANUFACTURER: JOHNSONITE SCALE: FILE NAME: p� FLOORING STYLE: iQOPTIMA 1/4"=1'-0" A2.0.DWG N. COLOR: 207 PRAIRIE DANCING V2 RESILIENT MANUFACTURER: MANNINGTON COMMERCIAL PROJECT No: 3916-2024 FLOORING STYLE: REALITIES III,PERSIAN WALNUT SHEET TITLE: 3W COLOR: OUDH5675R Building 2 'f V3 RESILIENT MANUFACTURER: MANNINGTON COMMERCIAL FLOORING First Floor € STYLE: ASSURANCEIII Enlarged Plan ` COLOR: ROAN 16.8 W7 WINDOW MANUFACTURER: MECHO SHADE INSIDE MOUNT SHADE SHEET NUMBER: a STYLE: SHEERWEAVE 2000 �o i4 OPENNESS: 10% KEY PLAN f) A2.0 NO SCALE NORTH €8 26 30X 15 EXISTING SHIELDED EXISTING MED GAS NEW SIEMEN'S DISCONNECT SWITCH WINDOW TO REMAIN 21 DEVICES TO REMAIN re:ELECTRICAL SLOPED TOP INSTALL SALVAGED \/ S.S.END WALL GUARD K p2 / INSTALL WALL MOUNTED 0W1 000 ❑ ACCESSORIES AS L3 \ DIRECTED BY OWNER o ip W1 / EXISTING DEVICE LOCATIONS TO REMAIN-REPLACE IVORY DEVICES g1 81 AND PLATES WITH NEW,COLOR:WHITE REPLACE DAMAGED OR BROKEN PLATES Q1 SIDE SPLASH AS REQUIRED,TYPICAL THROUGHOUT CONTROL ROOM - INT. ELEV. SCANNER ROOM - INTERIOR ELEV. CONTROL& SCANNER ROOM - INT. ELEV. 3 SCALE:1/4"=1'-0" SCALE 1/4"=1'-0" SCALE:1/4"=T-0" z NQ O O U o W tt1 VERIFY DIMENSIONS PRIOR TO FABRICATION EXISTING DEVICE LOCATIONS TO U) ADJUST CABINET WIDTH TO REMAIN-REPLACE IVORY DEVICES (n FIT WITHIN SPACE AVAILABLE 36 302 15 42 402 24 AND PLATES WITH NEW,COLOR:WHITE REPLACE DAMAGED OR BROKEN PLATES AS REQUIRED,TYPICAL THROUGHOUT P2 P1 26 84 L1 P2 P2 EXISTING EMERGENCY EXISTING SHIELDED / O SHUT OFF TO REMAIN P7 WINDOW TO REMAIN \ P7 z INSTALL WALL MOUNTED ACCESSORIES AS DIRECTED BY OWNER X / \\ \\ Skagit*Regional Health W1 INSTALL SALVAGED /\ 0❑0❑ \ / Wi 00 O L3 S.S.END WALL GUARD 0❑ o W1 L1 36 158 24 18 254 24 36 102 24 MIN. LL 34 34 34 1� CONTROL ROOM - INT. ELEV. W SCANNER ROOM - INTERIOR ELEV. CONTROL& SCANNER ROOM - INT. ELEV. z 6 SCALE 1/4"=1'-0" 4 SCALE:1/4"=T-0" 2 W J ~ d W 0 O w W _j wro �m z z Q >o > a Z xz L1J <U Q 3 (n U z �o z U �< n a 12803 �((RE�GGIISTTEE,R�ED ARCHITECT T V J N IFOER nsHENcHoH =0 INVESTIGATION BY: DRAWN BY: JS JS = DATE: PROJECT MCR: 02/07/2025 MY 3SX = SCALE: FILE NAME: -0" A3.0.DWG S. 4W 62 PROJECT NO: .3916-2024 ; SHEET TITLE: 3W INTERIOR ELEVATIONS € a� SHEET NUMBER: Sa =o KEY PLAN �� A3.0 NO SCALE NORTH €8 E U o'n CASCADE VALLEY HOSPITAL ARLINGTON, WASHINGTON 6 0 E � o LL $ ma � CT SCAN RENOVATIONS a a' :Ew INDEX OF DRAWINGS: PROJECT ADDRESS: MO.0 COVER SHEET, SITE PLAN, LEGEND AND PROJECT INFORMATION CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH AVE. MOA MECHANICAL SCHEDULES AND, DETAILS ARLINGTON, WASHINGTON 98223 MO.2 MECHANICAL SPECIFICATIONS M2.1 1/8 SCALE MECHANICAL PLAN Q o M2.2 1/4 SCALE DEMOLITION AND NEW WORK MECHANICAL PLANS DESCRIPTION OF WORK: MECHANICAL SYMBOLS LEGEND (NOT ALL SYMBOLS ARE USED ON THESE DRAWINGS) ADD,ADJUST AIR FROM THE EXISTING BUILDING HVAC O SYSTEMS TO SERVE THE REQUIREMENTS OF THE NEW CT (� o SCAN EQUIPMENT AND THE SUPPORTING UPS EQUIPMENT. LLJ SYMBOL DESCRIPTION SYMBOL DESCRIPTION CODE INFORMATION: fr_ • ANSI/ASHRAE STANDARD 188 ILL SINGLE DOUBLE HVAC MEDICAL GASES 2021 INTERNATIONAL BUILDING CODE(IBC) GENERAL PROJECT W W LINE LINE -MV- MEDICAL VACUUM 2021 INTERNATIONAL MECHANICAL CODE(IMC) INFORMATION: a 1�� w+ RADIUS ELBOW -02- OXYGEN 2021 WASHINGTON STATE ENERGY CODE R=i.5W $ ZONE VALVE BOX AUTHORITY WASHINGTON STATE DEPARTMENT • 2021 UNIFORM PLUMBING CODE(UPC) OF HEALTH CONSTRUCTION REVIEW 6 'r � 1--r-.-� TRANSITION - CONCENTRIC(15-MAX. SUPPLY) WALL CEILING SERVICES z 2 �•+ �-�T (30-MAX. RETURN/EXHAUST) 0 STATE OF WASHINGTON DEPARTMENT OF HEALTH ❑V MEDICAL VACUUM OUTLET AMENDMENTS TO THE ABOVE CODES. CITY OF ARLINGTON 45 DEG. RADIUS ELBOW oo �0 OXYGEN OUTLET CITY OF ARLINGTON BUILDING DEPARTMENT AMENDMENTS Y 1� TO THE ABOVE CODES. O ❑S SLIDE PIPING AND PLUMBING ASHRAE STANDARD 170-2013 0 PIPE ELBOW UP WORK DEFINITION FGI- 2014 CONNECTION TO EXISTING U.S.DEPARTMENT OF HEALTH AND HUMAN SERVICES PIPE ELBOW DOWN CENTERS FOR DISEASE CONTROL AND PREVENTION. PIPE TEE UP DISCONNECTION FROM EXISTING JOINT COMMISSION STANDARD EC.02.05.02 H PIPE TEE DOWN 1 INDICATES DETAIL AND SHEET NUMBER WHERE ADDITIONAL.FORMATION ABOUT DETAIL CAN BE FOUND 2022 WASHINGTON STATE CLEAN BUILDING E1.1 I PERFORMANCE STANDARDS ] PIPE CAP OR PLUG PIPE FLEXIBLE CONNECTION EF MECHANICAL EQUIPMENT CALLOUT; REFER TO � 1 MECHANICAL EQUIPMENT SCHEDULE PIPE UNION J 1 INDICATES SECTION AND SHEET NUMBER WHERE CONCENTRIC REDUCER xx SECTION CAN BE FOUND LZ Q ECCENTRIC REDUCER 2 E 01 DETAIL/FLAG NOTE LJ.J (n DIRECTION OF FLOW () O DOMESTIC COLD WATER A REVISION SYMBOL Q = -- ---------- REMOVE EXISTING MECHANICAL EQUIPMENT DOMESTIC HOT WATER I I W J HWS HEATING WATER SUPPLY ABBREVIATIONS - - Q a o --HWR-- HEATING WATER RETURN AFF ABOVE FINISH FLOOR _ LLJ_LJ_LJ� LLIz =z EQUIPMENT DRAIN AP ACCESS PANEL _ III YV/ CVH CASCADE VALLEY HOSPITAL Q z LLJ o N PRESSURE/TEMPERATURE(P/T) TAP 0 ¢O (E) EXISTING C) GATE VALVE EAT ENTERING AIR TEMPERATURE p� e W I--- M Q oz C�0 BALL VALVE EEI ENGINEERING ECONOMICS INC - - U U n a ELEV ELEVATION •••��•• BUTTERFLY VALVE EWT ENTERING WATER TEMPERATURE 1987 WING ❑ '�o CALIBRATED BALANCING VALVE GC GENERAL CONTRACTOR BU DLSNG 1 LAT LEAVING AIR TEMPERATURE ] FEMALE HOSE CONNECTION IV LWT LEAVING WATER TEMPERATURE PROJECT - .�tF'Op WAD. C•,r� I� MALE HOSE CONNECTION MC MECHANICAL CONTRACTOR LOCATION - I I Wk iy �ca� D<E GATE VALVE WITH HOSE END (N) NEW - ,m N.I.C. NOT IN CONTRACT C-AN DKE BALL VALVE W/HOSE END NO \� �•��•� NORMALLY OPEN - Eilj xosvnn� eioo �3262 �z VV T�I CHECK VALVE PM PROJECT MANAGER 2008 WING a F� IONA SS 9Gl P/T PRESSURE /TEMPERATUREu00000000o tONAL ❑T ZONE TEMPERATURE SENSOR (EAST) I a SOS SAFETY OVERFLOW SWITCH UILDING 2 SP SPEAKER FIRE PROTECTION SRH SKAGIT REGIONAL HEALTH J o-II a •max• DESIGNED BY: DRAWN BY: DT RH UPRIGHT SPRINKLER HEAD (TYP) TYPICAL _ tB TUE TERMINAL UNIT- EXHAUSTDATE: CILE ovEo Br:PENDANT SPRINKLER HEAD TUS TERMINAL UNIT- SUPPLY02/07/2025JNX EXISTING SCALE: NAME: "$ None MU.0 s - -- - --- s ST-GUA--NUE PROJECT No: 03-24423 $£ SHEET TITLE: Cover Sheet, g Legend 7 and Notes SITEPLAN � SHEET NUMBER: =o NO SCALL NORTH M0.0 €m C D E F G H I U on RETURN TERMINAL UNIT (TUR) STEEL CLAMP(TYP) r MIN AIRFLOW INLET FLEXIBLE DUCT LENGTH 3 FEET [j,Q "— MAXIMUM(NO FLEX DUCT C CC TAG MANUFACTURER LOCATION SERVICE INLET MAX MINIMUM MAX SIZE NOTES _ i a o E ABOVE HARD COILING) O g ] AND MODEL SP INC CFM CFM (INCHES) 4 LL TUR-6-1 TITUS DECV COORIDOR 1000AI /4-4.1 UPS 1223A 0.25 25 100 550 7 [1][2] SUPPLY DUCT 4J USE DUCT SEALANT m d SPECIFIC SCHEDULE NOTES: ON SPIN-FITTING _ [1] FIELD VERIFY. a [2] NON-EROSIVE INTERIOR SURFACE. aE W INSIDE OF PLENUM 1" r SHALL BE FLAT BLACK 3m= PLENUM FULL NECK ory N� SIZE 3'-0"MAX // SUPPLY DIFFUSER /SpIN IN FITTING WITH GRILLE / REGISTER/ DIFFUSER SCHEDULE E MANUAL VOLUME DAMPER AND 1 LOCKING QUADRANT TAG IMAGE MANUFACTURE SERVICE FACE TYPE MOUNTING DAMPER MATERIAL COLOR NOTES SEAL ALL CONNECTIONS 2 AND MODEL TYPE CEILING GRID AIR TIGHT(TYP) SQUARE NECK SUPPLY S, TITUS MCD SUPPLY 24" x 24" T-BAR NO STEEL WHITE [,][2][3] [4] DIFFUSER CONNECTION DETAIL O 1 NOT TO SCALE V W R1 TITUS PAR RETURN 2" PLUS NECK T-BAR NO STEEL WHITE [1][2][3] [4] It STEEL CLAMP W SPECIFIC SCHEDULE NOTES: FLEXIBLE DUCT LENGTH 3 FEET MAXIMUM(NO FLEX DUCT 1. MAX NOISE CRITERIA NC SHALL BE NC = 20 UNLESS NOTED OTHERWISE. ABOVE HARD COILING) CO 2. SEE DRAWINGS FOR CFM AND NECK SIZE. (DIFFUSER INLET TO BE SAME SIZE AS FLEX DUCT) PROVIDE MINIMUM 1" CO 3. PROVIDE BORDER TYPE TO MATCH CEILING. BETWEEN EDGE OF DUCT a 4. PROVIDE 24x24 OR 24x12 PANEL FOR LAY-IN CEILING APPLICATION. AND SPIN IN FITTING 5. PROVIDE BRANCH DUCT SIZE THE SAME AS NECK SIZE UNLESS OTHERWISE NOTED. RETURN/EXHAUST DUCT USE DUCT SEALANT ON SPIN-FITTING z° 3 INSIDE OF PLENUM 1 SHALL BE FLAT /l BLACK k� MATERIALS SCHEDULE PLENUM FULL NECK SIZE ITEM MATERIAL JOINING REFERENCE INSULATION NOTES RETURN/EXHAUST GRILLE 3'-0"MAX DESCRIPTION METHOD STANDARDS THICKNESS B ELL MOUTH SPIN-IN SPRINKLER PIPE STEEL PIPE WELDED OR ASTM-A135 - FITTING MANUAL DA SCHEDULE 40 MECHANICAL JOINT VOLUME DAMPER AND LOCKING QUADRANT GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA POINT BLADES TOWARDS SEAL ALL CONNECTIONS ADJACENT WALL------- AIR GRILLE AIR TIGHT GRID SUPPLY AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 1" (R-3.3) GAUGE PER APPLICABLE CEILING GRID RECTANGULAR ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL, EPER ACH SQUARE FOOT ON OR SEALANT(NOTICTTYPE TAPE UCT USE +4" PRESSURE CLASS 2 CONNECTION DETAIL 4 NOT TO SCALE J GALVANIZED STEEL, SINGLE HEAVY DUTY FLANGE. z WALL LINED -OR- WITH COORDINATE FLANGE W EXTERNAL INSULATION, REQUIREMENTS WITH SUPPLY AIR DUCTWORK, SPIRAL LOCKSEAM, LOCK STRUCTURAL ENGINEER, 1" (R-3.3) GAUGE PER APPLICABLE W U) ROUND AND FLAT OVAL FORMING QUALITY WITH A PER APPLICABLE SMACNA SMACNA EXTERNAL WRAP SMACNA DUCT MANUAL, ROUND VAV TERMINAL UNIT U Q ZINC COATING OF 1.25 OUNCES DUCT MANUAL, ALL JOINTS USE +4" PRESSURE CLASS RE: SCHEDULE FOR SIZE Q = PER SQUARE FOOT ON TO BE SEALED WITH GASKETS TRANSITION TO BRANCH TRANSITION TO BRANCH d } M OR LISTED MASTIC TYPE DUCT DUCT SIZE AS REQUIRED DUCT SIZE AS REQUIRED W W EACH SIDE w m SEALANT(NO DUCT TAPE) J Z z GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA W ; :p RETURN AIR DUCTWORK, FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS 4" EXTERIOR DUCT GAUGE PER APPLICABLE =z n- ROUND AND FLAT OVAL ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA (WITH ALUMINUM SMACNA DUCT MANUAL W 2u PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT WEATHER PROOF BARRIER) ROUND OR Q Q 3 5 EACH SIDE SEALANT(NO DUCT TAPE) RECTANGULAR U U GALVANIZED STEEL, LOCK PER APPLICABLE SMACNA DUCTWORK DOUCTWORK UND RECTANGULAR to F FORMING QUALITY WITH A DUCT MANUAL, ALL JOINTS GAUGE PER APPLICABLE U U n 9 EXHAUST AIR DUCTWORK ZINC COATING OF 1.25 OUNCES TO BE SEALED WITH GASKETS SMACNA - SMACNA DUCT MANUAL 12"MINIMUM RIGID DUCT ON " a PER SQUARE FOOT ON OR LISTED MASTIC TYPE DUCT THE INLET AND THE OUTLET OF THE TERMINAL UNIT EACH SIDE SEALANT NO DUCT TAPE FLEXIBLE FIBERGLASS BLANKET, ASTM-0553 K VALUE= 0.27 ®75' DUCT INSULATION FACTOKRAFTTRVAPORLIED BARRIIEIL SCRIM R JACKET VAPOR JOINT SEAL TYPCLASSEB'2 MINIMUM THERMAL REU FT SISTANCE= 3.3 RETROFIT & NEW 3 ROUND TERMINAL UNIT DETAIL GENERAL SCHEDULE NOTES: NOT TO SCALE 1. ALL MATERIALS REQUIRED FOR THIS PROJECT MAY NOT BE LISTED IN SCHEDULE. 3262 Az 2. REFER TO MECHANICAL SPECIFICATIONS AND APPLICABLE STANDARDS FOR FURTHER INFORMATION. F °FcrsT TIE° 3. ALL INSULATION LOCATIONS SHALL COMPLY WITH THE CURRENT WASHINGTON STATE ENERGY CODE. �SSIONALGl 6 DESIGNED BY: DRAWN BY: DT RH DATE: APPROVED BY: ,; ENVIRONMENTAL AIR SUMMARY TABLE 02/07/2025 JIN CODE[1] TARGET DESIGN DESIGN DESIGN DESIGN SPACE PRESSURE PRESSURE SUPI ILY AIR FILTER SCALE: FILE NAME: e8 ROOM CEIUNG SPACE MINIMUM AIR CHANGE AIR CHANGE SUPPLY EXHAUST RETURN CFM RELATIONSHIP RELATIONSHIP MERV NUMBER ROOM DESCRIPTION AREA HEIGHT VOLUME TOTAL PER HOUR PER HOUR AIRFLOW FROM AIRFLOW TO AIRFLOW TO DIFFER- TO ADJACENT TO ADJACENT NO. NO. NO. None MO.1 ;E S Sq.FT. FEE CU.FT. AC AC AC CFM CFM CFM ENCE AREAS-CODE AREAS-DESIGN 1 2 3 PROJECT No: 03-24423 $£ 1223A UPS 45 9 405 NR NA 81 550 AHU-6 0 NA 550 AHU-6 0 NR E 8 14 - 1223 OFFICE 73 9 657 NR NA 7 75 AHU-6 0 NA 75 AHU-6 0 NR E 8 14 - SHEET TITLE: 1331 ELECTRICAL ROOM 125 9 1125 NR NA 8 150 AHU-6 0 NA 150 AHU-6 0 NR E 8 14 - Mechanical g 1333 CONTROL 90 9 810 NR 4 1 15 200 AHU-6 0 NA 200 AHU-6 0 NR E 8 14 Schedules 7 1334 CT SCAN 340 9 3060 NR 4 26 1350 AHU -6 0 NA 1350 AH6 -6 0 NR E 8 14 - and Details ' a� SCHEDULE NOTES SHEET NUMBER: [1] ANSI/ASHRAE/ASHE Standard 170-2013 G NA NOT APPLICABLE M O. 1 1 ; NR NO REQUIREMENT x A B c D E F G H I U on f� CC _ SECTION 23 00 00-GENERAL REQUIREMENTS C L Z� E 1 PART 1 - GENERAL SECTION 23 02 00-ENERGY COMPLIANCE 0 LL 1.1 FURNISH ALL MATERIALS, EQUIPMENT, TOOLS, AND LABOR RELATED TO THE INSTALLATION OF THE MECHANICAL WORK AS INDICATED ON THE PART 1 - GENERAL •� QJ DRAWING AND SPECIFICATION HEREIN. CONNECT ALL FACILITIES TO BE INSTALLED FOR A COMPLETELY COORDINATED AND INTEGRATED 1.1 MECHANICAL WORK SHALL MEET THE REQUIREMENTS OF THE WASHINGTON ENERGY CODE. m a MECHANICAL SYSTEM. IT IS THE INTENT AND PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS THAT, UPON COMPLETION OF PROJECT, THE PART 2- NOT USED CAL INSTALLATION,INCLUDING ALL SYSTEMS,SHALL BE COMPLETE AND OPERABLE IN ALL RESPECTS. [ ] - 1.2 NEW WORK SHALL BE OF THE HIGHEST INDUSTRY STANDARD.THE GOOD APPEARANCE OF THE FINISHED WORK SHALL BE OF EQUAL PART 3- [NOT USED] c' m IMPORTANCE WITH ITS MECHANICAL EFFICIENCY.ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ACCEPTABLE INDUSTRY PRACTICES. SECTION Z3 O5 Z9-MECHANICAL SUPPORTS a `w 1.3 THE DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND INDICATE THE GENERAL ARRANGEMENT OF MECHANICAL WORK,BUT DO NOT INDICATE r EVERY REQUIRED OFFSET,FITTINGS,OR ACCESSORY. LOCATIONS ARE APPROXIMATE AND SHALL BE SUBJECT TO MINOR MODIFICATIONS. PART 1 - GENERAL 3 FIELD-VERIFY ALL CRITICAL COMPONENTS AND DIMENSIONS.RECORD MODIFICATIONS ON"AS-BUILY'DRAWINGS. 3 m 1.4 CERTAIN VERTICAL AND HORIZONTAL OFFSETS ARE SHOWN IN DUCTS AND PIPING TO INDICATE THE GENERAL POSITION RELATIONSHIP OF THE 1.1 SECURELY FASTEN ALL PIPING AND DUCTWORK WITHIN STRUCTURES TO THE BUILDING STRUCTURE BY MEANS OF HANGERS, SUPPORTS, GUIDE c;: SYSTEMS WITHIN THE SPACE AVAILABLE FOR SYSTEM INSTALLATION.PROVIDE ADDITIONAL OFFSETS AS REQUIRED TO COORDINATE WITH ANCHORS, AND SWAY BRACE SEISMIC RESTRAINTS TO MAINTAIN ALIGNMENT, TO PREVENT SAGGING, AND TO PREVENT NOISE AND EXCESSIVE u,N INSTALLATION REQUIREMENTS OF OTHER SYSTEMS. STRAIN DUE TO MOVEMENT UNDER OPERATING CONDITIONS. 1.5 ARRANGE AND PAY FOR ALL NECESSARY PERMITS,FEES,INSPECTION SERVICES,AND ROYALTIES IN CONNECTION WITH THE MECHANICAL WORK 1.2 ALL MECHANICAL EQUIPMENT SUPPORTS SHALL BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER AND SHALL COMPLY WITH THE ON THIS PROJECT. INTERNATIONAL BUILDING CODE SEISMIC REQUIREMENTS. 1.6 ALL WORK,MATERIALS,AND EQUIPMENT SHALL COMPLY WITH THE RULES AND REGULATIONS OF ALL CODES AND ORDINANCES OF THE LOCAL, 1.3 PREPARE AND PROVIDE,IF REQUESTED,CALCULATIONS AND DETAILS FOR THE SUPPORT AND BRACING OF ALL PIPES,DUCTS,AND CONDUITS, STATE,AND FEDERAL AUTHORITIES.SUCH CODES,WHERE APPLICABLE,SHALL TAKE PRECEDENCE OF THESE PLANS AND SPECIFICATIONS. OR PROVIDE SUPPORT AND BRACING PER THE SMACNA"GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING 1.7 MATERIALS,METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE CURRENT AND APPLCABLE EDITIONS OF THE SYSTEMS." INTERNATIONAL BUILDING CODE,INTERNATIONAL MECHANICAL CODE,UNIFORM PLUMBING CODE,INTERNATIONAL FIRE CODE,THE NATIONAL 1.4 PROVIDE SEISMIC RESTRAINTS ON ALL EQUIPMENT AS REQUIRED WHERE EQUIPMENT WEIGHT IS OVER 400 LBS.,AND THE EQUIPMENT IS 2 ELECTRICAL CODE,THE FACILITY GUIDELINES INSTITUTE,AND LOCAL CODES AND ORDINANCES. DIRECTLY MOUNTED ON THE FLOOR OR ROOF,OR WHERE THE EQUIPMENT WEIGHT IS OVER 20 LES. AND THE EQUIPMENT IS SUSPENDED FROM 1.8 IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN ITEMS INDICATED ON THE PLANS AND/OR SPECIFICATIONS OR WITH CODE THE ROOF,FLOOR,WALL, OR IS MOUNTED ON VIBRATION ISOLATORS. Zo REQUIREMENTS,THE NOTE,SPECIFICATION,OR CODE THAT PRESCRIBES AND ESTABLISHES THE MORE COMPLETE JOB OR THE HIGHER PART 2- [NOT USED] STANDARD SHALL PREVAIL. PART 3- [NOT USED] & 1.9 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CURRENT REQUIREMENTS WITH THE MANUFACTURER OF THE PRODUCTS USED ON THE O PROJECT AND NOTIFY THE PROJECT MANAGER-OF-RECORD IF ANY DISCREPANCIES ARE FOUND BEFORE ANY WORK TO INSTALL THE PRODUCT SECTION 23 05 93-TESTING,ADJUSTING,AND BALANCING FOR HVAC w IS PERFORMED. U o 1.10 WHEREVER MORE THAN ONE(1)MANUFACTURER'S PRODUCT IS SPECIFIED,THE FIRST-NAMED PRODUCT IS THE BASIS FOR THE PROJECT PART 1 - GENERAL LLJ DESIGN AND THE USE OF ALTERNATIVE NAMED MANUFACTURER'S PRODUCTS OR SUBSTITUTES MAY REQUIRE MODIFICATIONS IN THE PROJECT 11-1 1.1 BALANCING OF THE HVAC SYSTEMS SHALL BE PERFORMED BY A NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) CERTIFIED BALANCING DESIGN AND CONSTRUCTION.IF SUCH ALTERNATIVES ARE PROPOSED BY THE CONTRACTOR AND ARE FAVORABLY REVIEWED BY THE CONTRACTOR IN ACCORDANCE WITH ASHRAE SYSTEMS HANDBOOK,CHAPTER ON TESTING ADJUSTING,AND BALANCING,AND NEBB GUIDELINES. LLJ RESPONSIBLE DESIGN PROFESSIONAL,THE CONTRACTOR SHALL ASSUME ALL COSTS REQUIRED TO MAKE NECESSARY REVISIONS AND 1.2 SCOPE: BALANCE AIRFLOW FLOW THROUGH ALL OPERABLE EQUIPMENT AS NOTED ON DRAWINGS.BALANCE EACH ZONE CIRCUIT TO OPERATING MODIFICATIONS TO THE ORIGINAL PROJECT DESIGN,INCLUDING ADDITIONAL COSTS FOR EVALUATIONS OF THE MODIFICATIONS BY THE WATER FLOWS AS NOTED ON DRAWINGS. RESPONSIBLE DESIGN PROFESSIONAL. 1.11 SUBMIT ONE COPY,IN PDF FORMAT,OF SUBMITTAL DATA FOR MECHANICAL AND ELECTRICAL MATERIAL AND EQUIPMENT TO ENGINEERING 1.3 UPON COMPLETION OF BALANCING THE SYSTEM,PROVIDE A FINAL REPORT CERTIFYING THE RESULTS OF THE BALANCING WORK. Lo ECONOMICS,INC.FOR REVIEW PRIOR TO ORDERING OR FABRICATION OF THE MATERIAL OR EQUIPMENT. PART 2- [NOT USED] a A. SUBMITTALS WILL BE REVIEWED BY ENGINEERING ECONOMICS, INC. ONLY FOR THE PURPOSE OF DETERMINING THAT THE MATERIALS, PART 3- [NOT USED] EQUIPMENT AND INSTALLATION METHODS ARE IN ACCORDANCE WITH THE PROJECT DESIGN CONCEPTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPACE REQUIREMENTS, CONFIGURATIONS, PERFORMANCE, BASES, SUPPORTS, STRUCTURAL MEMBERS AND OPENINGS IN SECTION 23 05 53-MECHANICAL SYSTEMS IDENTIFICATION STRUCTURE,AND OTHER APPARATUS THAT MAY BE AFFECTED BY THE MATERIAL,EQUIPMENT OR INSTALLATION. PART 1 - GENERAL z 3 B. IDENTIFY EACH ITEM WITH IDENTIFICATION CODE IDENTICAL TO THOSE USED ON THE DRAWINGS AND IN THE SPECIFICATIONS. 1.1 SUBMITTALS C. NOTE ANY DEVIATIONS FROM SPECIFIED REQUIREMENTS. A. PRODUCT DATA: FOR IDENTIFICATION MATERIALS AND DEVICES. D. ORGANIZE SUBMITTALS TO INCLUDE, AS A MINIMUM, THE FOLLOWING: COVER SHEET INDICATING GENERAL CONTENTS BY APPLICABLE PART 2- PRODUCTS SPECIFICATION SECTION NUMBER AND ITEM NAME. E. THE DATA FOR EACH ITEM SUBMITTED SHALL BE THOROUGHLY EDITED FOR THE SPECIFIC EQUIPMENT AND INTENDED APPLICATION AND 2.1 IDENTIFYING DEVICES OPERATION. A. MARKER SYSTEM: F. INCLUDE CURRENT PUBLISHED CATALOG AND SPECIFICATION SHEETS PERTAINING TO PROPOSED MATERIAL AND EQUIPMENT. INCLUDE 1. MANUFACTURERS: BRADY USA,MARKING SERVICES INC.(MSI),KOLBI,OR SETON. ELECTRICAL CHARACTERISTICS,HIRING AND CONTROL DIAGRAMS. 2. MANUFACTURER'S STANDARD, PREPRINTED WITH COLOR CODING, LETTERING SIZE AND LENGTH OF COLOR FIELD ACCORDING TO ASME 1.12 ALL REMOVED ITEMS DEEMED TO HAVE VALUE BY THE OWNER SHALL BE DELIVERED TO A PLACE OF STORAGE AT THE SITE AS DIRECTED. ALL A13.1. OTHER ITEMS MUST BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. 3. USE PRESSURE-SENSITIVE TYPE OR"SNAP-ON"TYPE. 1.13 WHERE EXISTING CONSTRUCTION IS CUT,DAMAGED,OR REMODELED,PATCH WITH MATERIALS TO MATCH IN KIND,QUALITY,AND PERFORMANCE. 4. "STRAP-ON"TYPE MAY BE USED FOR PIPING OVER 6"SIZE. 1.14 ALL SIZES ARE IN INCHES. B. LAMINATED PLASTIC NAMEPLATES: 1.15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AND PROVIDING ALL CEILING AND WALL ACCESS,PATCHING,AND REPAIR 1. NAMEPLATES SHALL BE APPROXIMATELY 1-1/2"X 4", 1/16"THICK, AND HAVE 1/2"HIGH LETTERING. FACE OF PLASTIC NAMEPLATES REQUIRED IN THE IMMEDIATE AREA OF THE WORK AND ANY ACCESS OUTSIDE THE IMMEDIATE AREA OF THE WORK REQUIRED TO PROVIDE SHALL BE BLACK WITH WHITE LETTERS. COMPLETE AND PROPERLY FUNCTIONING SYSTEMS. 2. FASTENERS SHALL BE SELF-TAPPING,STAINLESS STEEL SCREWS OR CONTACT TYPE WITH PERMANENT ADHESIVE. 1.16 CLEAN ALL NEW SURFACES AND NEW EQUIPMENT AFTER THE COMPLETION OF THE INSTALLATION. 1.17 WARRANTY: THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP,MATERIALS,AND EQUIPMENT FURNISHED AND INSTALLED HEREUNDER FOR PART 3- EXECUTION 4 A PERIOD OF 365 CALENDAR DAYS FROM THE DATE OF FINAL ACCEPTANCE OF WORK BY OWNER AGAINST ALL DEFECTS AND FAULTY 3.1 GENERAL WORKMANSHIP.PARTIAL OCCUPANCY OF PROJECT SITE BY OWNER SHALL NOT BE CONSTRUED AS FINAL ACCEPTANCE OF WORK.CONTRACTOR J SHALL REPAIR AND/OR REPLACE ALL DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT,AND SHALL REPAIR AND/OR A. AFTER PAINTING AND/OR COVERING IS COMPLETED, IDENTIFY EQUIPMENT AND PIPING AS INDICATED. LOCATE IDENTIFICATION AS REPLACE ALL OTHER WORK DAMAGED AS A RESULT OF SUCH DEFECTIVE AND/OR FAULTY WORKMANSHIP,MATERIALS,AND/OR EQUIPMENT CONSPICUOUSLY AS POSSIBLE EXCEPT WHERE SUCH WOULD DISTRACT FROM FINISHED AREA. z WITHOUT CHARGE TO OWNER DURING WARRANTY PERIOD. LL.I I_B. WHERE MARKERS ARE USED IN HIGH HEAT APPLICATIONS OR EXPOSED TO HARSH CHEMICAL OR ACID ENVIRONMENTS, SPECIFICALLY 1.18 CONTRACTORS SHALL MAINTAIN RECORDED"AS-BUILT"INFORMATION ON ALL EXISTING SERVICES/EQUIPMENT RELATED TO THE PROJECT SELECT MARKER MATERIALS FOR THOSE APPLICATIONS. UNCOVERED DURING CONSTRUCTION AND ALL NEW WORK INSTALLED DURING CONSTRUCTION AND IT SHALL BE CLEARLY MARKED IN COLORED EQUIPMENT IDENTIFICATION 2 EQ L C)L.I O PENCIL ON A PRINT OF THE CONSTRUCTION DRAWINGS.RECORDED INFORMATION SHALL INCLUDE ROUTING,ACTUAL LOCATIONS,POINTS OF 3. CONNECTIONS,ELEVATIONS,OR OTHER INFORMATION THAT DEVIATES FROM THE ORIGINAL DESIGN DRAWINGS.THE CONTRACTOR SHALL TURN A. IDENTIFY MAJOR EQUIPMENT, INCLUDING AIR HANDLING UNITS, FANS, BOILERS, CHILLERS, HEAT EXCHANGERS, AIR TERMINAL DEVICES, Q = RECORDED"AS-BUILT"INFORMATION OVER TO ENGINEERING ECONOMICS,INC.AT THE COMPLETION OF THE PROJECT. PUMPS,WATER HEATERS,TANKS,COMPRESSORS,ETC. n 1.19 FURNISH AN OPERATIONS&MAINTENANCE(0&M)MANUAL COVERING ALL EQUIPMENT AND SYSTEMS INSTALLED UNDER THIS PROJECT.PROVIDE B. IDENTIFY EQUIPMENT WITH LAMINATED PLASTIC NAMEPLATES WITH A MINIMUM 1" HIGH LETTERS INDICATING FINAL EQUIPMENT TAG Ljj0- I f w m THREE COPIES OF THE FINAL O&M MANUAL ON CD,IN PDF FORMAT,WITH TABS FOR EACH PIECE OF INDIVIDUAL EQUIPMENT. DESIGNATION,AND SYSTEM AND/OR AREA SERVED. J o m 1.20 EXISTING CONDITIONS Z A. LOCATIONS AND SIZES OF EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE EXISTING BUILDING RECORD DRAWINGS AND ON-SITE C. IDENTIFY CONTROL EQUIPMENT AND PANELS WITH LAMINATED PLASTIC NAMEPLATES. Q a p OBSERVATIONS. CHECK AND VERIFY ALL DATA GIVEN, AND VERIFY EXACT LOCATIONS OF ALL UTILITIES PERTAINING TO THE PROJECT D. LOCATE MOTOR NAMEPLATES FOR EASY READING. RELOCATE OR PROVIDE NEW NAMEPLATES ON MOTORS IF ORIGINAL NAMEPLATES ARE LLJ > = SCOPE OF WORK PRIOR TO PROCEEDING WITH THE INSTALLATION. NOT LOCATED FOR EASY READING. z W z B. THE CONTRACTOR SHALL VISIT THE EXISTING BUILDING(S) AND GROUNDS AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS. SOME 3.3 ACCESS PANEL IDENTIFICATION Z 0 <3 EXISTING RECORD DRAWINGS ARE AVAILABLE FOR CONTRACTOR REVIEW. NO SUBSEQUENT ALLOWANCE ON BEHALF OF THE CONTRACTOR A. FURNISH TYPEWRITTEN CHARTS WITH IDENTIFICATION AND LOCATION OF ALL ACCESS PANELS SERVING EQUIPMENT AND VALVES AND Q Q J Z 5 WILL BE MADE FOR OMISSIONS,ERRORS,OR NEGLIGENCE ON THE CONTRACTOR'S PART FOR NOT FAMILIARIZING THEMSELVES WITH EXISTING INCORPORATE IN 0&M MANUALS. U CONDITIONS. V) U F C. VERIFY AT THE PROJECT SITE EXACT SIZE, LOCATION, AND CLEARANCES OF EXISTING SERVICES AND MECHANICAL AND ELECTRICAL SECTION 23 07 00-MECHANICAL INSULATION Q o J EQUIPMENT. PART 1 - GENERAL U U n D. THE CONTRACTOR SHALL REMOVE, RELOCATE, REPLACE WITH NEW AND/OR RECONNECT ALL EXISTING SERVICES AS REQUIRED BY NEW 1.1 INSULATE ALL MECHANICAL SYSTEMS PER THE LATEST EDITION OF WASHINGTON STATE ENERGY CODE AND THE MECHANICAL MATERIALS CONSTRUCTION. SCHEDULE. 1.21 IF ANY PART OF THE CONTRACTOR'S WORK DEPENDS UPON THE WORK OF A SEPARATE CONTRACTOR, THE CONTRACTOR SHALL INSPECT SUCH PART 2- PRODUCTS OTHER WORK AND PROMPTLY REPORT IN WRITING TO THE OWNER ANY DEFECTS IN SUCH OTHER WORK THAT RENDERS IT UNSUITABLE TO PERFORM THE WORK OF THIS CONTRACTOR. FAILURE OF THIS CONTRACTOR TO SO INSPECT AND REPORT SHALL CONSTITUTE AN ACCEPTANCE 2.1 ALL PIPING/DUCT INSULATION AND COVERINGS SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE OF THE OTHER CONTRACTOR'S WORK, EXCEPT AS TO DEFECTS, WHICH MAY DEVELOP IN OTHER CONTRACTOR'S WORK AFTER EXECUTION OF DEVELOPED RATING OF 50 OR LESS. 4F,`tF D WIG, THIS CONTRACTOR'S WORK. PART 3- EXECUTION ;!vzt 0 t'Ya�O 1.22 INSTALL ALL PIPING AND DUCTWORK TO AVOID ARCHITECTURAL FRAMING,STRUCTURAL MEMBERS,AND OTHER OBSTRUCTIONS.COORDINATE PIPING AND DUCTWORK LOCATION WITH ALL APPLICABLE CONTRACT DRAWINGS AND INSTALLATION WORK OF OTHER TRADES. SECTION 23 OH 00-COMMISSIONING OF HVAC 1.23 CLEARANCES AND ACCESS SHALL BE MAINTAINED ON ALL NEW AND EXISTING EQUIPMENT TO ENSURE PROPER EQUIPMENT MAINTENANCE. PART 1 - GENERAL 1.24 THE CONTRACTOR SHALL MAKE THEIR OWN PROVISIONS FOR DELIVERY AND SAFE STORAGE OF ALL MATERIALS AND SHALL ASSUME FULL '3262 �. RESPONSIBILITY FOR CONDITIONS AND/OR SAFEKEEPING OF MATERIALS FURNISHED BY OTHERS UPON ACCEPTANCE OF SAME. 1.1 COMMISSIONING SHALL BE PERFORMED BY ENGINEERING ECONOMICS, INC. PER THE [WASHINGTON STATE ENERGY CODE LOCAL/STATE ENERGY ,�, Rt'crsTenE° v 1.25 THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR SAFETY OF ALL PERSONS ON OR ABOUT THE CONSTRUCTION SITE IN CODE. IONALOti ACCORDANCE WITH APPLICABLE LAWS AND CODES.GUARD ALL HAZARDS IN ACCORDANCE WITH THE SAFETY PROVISIONS OF THE LATEST PART 2- [NOT USED] 6 MANUAL OF ACCIDENT PREVENTION PUBLISHED BY THE ASSOCIATED PRIME CONTRACTORS OF AMERICA AND OSHA. PART 3- [NOT USED] 1.26 MAINTAIN EXISTING FACILITY SERVICES A. PHASING OF THE WORK FOR THIS PROJECT SHALL BE COORDINATED BY THE PRIME CONTRACTOR AND PERFORMED WITH A MINIMUM OF SECTION 23 09 00-CONTROLS DESIGNED BY: DRAWN BY: " DISRUPTION TO THE FACILITIES OPERATION. PART 1 - GENERAL DT RH B. COORDINATE AND SCHEDULE ALL WORK WITH HOSPITAL ENGINEERING, INCLUDING CONSTRUCTION ACCESS AND STORAGE. THE 7,1 NEW CONTROLS SHALL BE PROVIDED BY ATS AUTOMATION. DATE: APPROVED BY: CONSTRUCTION SCHEDULE AND HOURS OF WORK SHALL BE APPROVED BY HOSPITAL FACILITY ENGINEERING PRIOR TO THE START OF CONSTRUCTION. 1.2 PROVIDE GRAPHIC CONTROL TYPICAL OF THE MOST RECENT BUILDING INSTALLATIONS AND INTEGRATE THE NEW CONTROLS INTO THE BUILDINGS 02/07�2025 JN �� EXISTING WEB ENABLED SYSTEM.THE PRIMARY CONTROLLER SHALL BE BACKED UP WITH A UPS SIZED FOR OPTIMUM PERFORMANCE AT C. ALL UTILITIES REQUIRED FOR THE CONTINUOUS OPERATION OF ALL EXISTING FACILITIES MUST BE MAINTAINED IN SERVICE AT ALL TIMES, OPERATING LOAD. wg EXCEPT AS REQUIRED FOR NEW SYSTEMS CONNECTION.COORDINATE SHUTDOWN WITH HOSPITAL FACILITY ENGINEERING. SCALE: FILE NAME: 1.3 CONTRACTOR SHALL FURNISH ALL MATERIALS,INCLUDING ALL HARDWARE AND SOFTWARE,FIELD HARDWARE PANELS,SENSORS,FIELD CONTROL D. ALL SERVICE SHUTDOWNS AND START-UPS SHALL BE SCHEDULED A MINIMUM OF 72 HOURS IN ADVANCE AND SUPERVISED BY HOSPITAL DEVICES,WIRING AND CONDUIT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING,SOFTWARE PROGRAMMING SUPERVISION OF None MO.2 s FACILITY ENGINEERING. INSTALLATION,INSTALLATION LABOR,SENSOR CALIBRATION,SYSTEM CHECKOUT,PERMITS AND INSPECTIONS AND COMMISSIONING SUPPORT,AS NECESSARY,TO PROVIDE A COMPLETE AND FULLY OPERATIONAL BMS SYSTEM AS OUTLINED IN THIS CONTROL POINT LIST AND THE SEQUENCE PROJECT No: 03-24423 € E. ALL FACILITY OPERATIONS SHALL REMAIN UNINTERRUPTED AND UNDISTURBED. ALL WORK IN OCCUPIED AREAS SHALL BE SCHEDULED "OF OPERATION. s£ DURING OFF-HOURS AND COORDINATED WITH THE FACILITY SO THAT SUCH WORK IS COMPLETED, AREA CLEANED, AND ALL SERVICES 1. RESTORED AND CODE COMPLIANT PRIOR TO RETURNING TO NORMAL OPERATING HOURS. PART 2- [NOT USED] SHEET TITLE: F. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE DURING APPROVED OFF-HOURS. SERVICE SHALL BE RESTORED AND PART 3- [NOT USED] Mechanical a CODE-COMPLIANT PRIOR TO NORMAL HOURS. NO SERVICE INTERRUPTIONS DURING NORMAL HOURS ARE ALLOWED UNLESS OTHERWISE g APPROVED BY HOSPITAL FACILITY ENGINEERING. Specifications € 7 PART 2- [NOT USED] gy PART 3- [NOT USED] SHEET NUMBER: M0.2 €m A B c D E F G H I 4 J --- - \'J 245 U O n IsJ � S1 8x6 Ci 12 II ,1 Ei 1e" iu-6-15 Tu-6-t6 70 e`s`p 8"m oo t L 1zoa"sm .� C F�wc LL EsOpT 5 zo z 12 Sedu ,ox $80 Rl 49tP 1II MM o aro R1 120 PalieNT I I J W D a Ci am _ R1 s"m. II f f zoo R 17 LXJ c eo a' w 10"m Bay Bay Bay P Pr ay ay Pre-0P Bay R l 12x121 2 360 6"m 6"m 6"m C 1 600 C l t m C1 10o C1 10o Ci 10o a ,so � '"'^3 6"m 3 m -- Cl f 510 Ri 40m I Patient TO'let t o man, fX1 1 e••m __ 0 m eu _ 14x12 R1 Igo M:am C1 250 70 Cl 4 T< ; TOa X IX R1 1m"m nP_. Cl 01 110a"om YYYYY - CEi ez0 2 uC ( P ) 8 c AREA a z - s 3reum xaey �-I o ' 20x1 Q 160"mo Et R1 11az0°a.°°m CT Sn x24'0m ED Eq ® -IrT-7�Fx12 II OJ 2.10' TU-6-] nt Toi e U o2 m OOF LLJ WORK atWo_ TO'let ACU-7 II II LLI 6"m Ri 70 X 12x10 2.22 Sf{A 0 C1 120 gna Ei 90 X ns m — C1 210 (n 1 o"m -- 260 0"m E1 18m 140 TYP 2) a S R1 33o F/S t 360 R1 vo prams Tesmme 1 x14 22x14 36x16 Ct 27511 36x24N e^m e r 190 C1 10"m 275 10^m i8x20 HAFT 34x24 F/S 26x2 206 Rt 210 10"m a° 3 C 1 e.m Z 3 -- -6-19 IL R1 13o F1 L 100 IR1 12 250 S 1 sail ufility 34x1 �- ul 210 / s / e..m 6x12 s on C 1 z"m � C 1 83 Tu-6-2a art- R x U 18x 16 X I 0 1 o'm ru-6-9 EA UP SIaM Lou 390 12" 10 8"m 6•m y Obsarva X 1z"m � T tear 1 390 Ico t- ILn 1} 8.m P iX Ri Rc so itin a..m R1 aso EM1 rsP Rl 130 10"m F/S 0 y C1 ,Om 1 u El 120 0 a On H Rl 8} �tiID UP Ct 230 C1 g^m 4 4X'I CUH-1 14 //LLJJ 1°0 XI _ xl R1 Ct so O rXt TU-6-22 f 130 2 0 a" P oenroressm�uanl ore55i11 X1 TU 6 2 4X1 o Ci 13 El 15 tint Dressirhq Patient Dressing Pat_t DressinO q¢i slibul 0 x x 360 12"m of L � � Ct aoo Tn-6-2s C1 10 m - 6 - 1 40 X .. 350 X R 1 a m C t 2 m UI e..m C4 8"m nP. — o 120 120 360 C1 2,0 a0 2 6_ TIT F1 pla m R1 6romilrco"5mtama Xt �X z 8"0 Nurse Slab n E 1 90 1 210 4 II m fX, a. a"m afie a"m 6-m 0II N - m R1 1L11 C o••m_ - Ct 1a O E Ci 6„gzo r }°° 6x1 J _ _ W H 12"0 - - tO mrek 3 mFL E"m C1 anent Toilet r�� 300 J 0^m L6J# w 6..m a" U O C Cl m P T C1 265 Q 10"m 205 1 6"m 8"m n M C3 Is la' MB N-6-29 Station 50 10 El Nuc MBd D_ Lu 240 9.1N El ]0 10"m 200 F em X Ct 205 rgiielu I � Td eeg Ilnerview Ci Tdp 30.0 � w J �m Et zoo � _ C, a o C, 10 m J z z 4x 4 --- — e R1 10. e fXl ACU-9 eml e" ❑ 265 w Q a~U' 20 0 / N Z -- f 1 ru 1o"m C1 10 m �1 E1 12"m 1, lo"m z w -N T-5-5 ETU-5-4 470 z Q Q 10"0 a'm 'Ct 34o rXt 164 Q Q a 3 5 ci 130 Ell Ri z7 R1 830 18x14 14x12 LXj U U O f-1 iu-- - � (n N co am • am X E1 4ao o f 8"m o f l a m 130 450 R1 230 O X 6"m r M K 130 130 "0 _ C1 200 I U U M Q tom Isolal Pow my Pat Ba R1 Pali[ Be Petlent Be PalieN Be d B R1 Pali Be C1 380 r� C1 zao 13 F 8"m C1 � e°m e arJIT,I Fi 185 ,85 El 1 oo L—J J II r ` 18x12 Faml aAln9 1 x10 x1 'entativoca` vending Machine Ig•p oils U L—J L k 4y5 �Y NIC C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 C 1 130 Admit A tlF Ad al Adrhl 3 I. a..m WASFjl t ,90 E1 to L—� Fi Were a 220 En E� 10'm oil U C1 1]5 �J262 F2,'2"m � 220 I 4'd'CrsTEt<E9 �' 60FISSIONALOl C4 180 2 80 -- Si 2 S 2xo6 S22x6 St St S1 6 6 'DESIGNEDBY: DRAWN B:34 40 44o 50 DT RH DATE: APPROVED BY: 02/07/2025 JN SCALE: FILE NAME: ea None M2.1 6s PROJECT No: 03-24423 g$£ ®I I®I SHEET TITLE 1� First Floor FIRST FLOOR PLAN - MECHANICAL 0� Mechanical Plan 7 Scale: 1/8-1,-o" 0 1 2 4 8 12 ft. NORTH 1�4 - 1 0 SHEET NUMBER: 0 KEY PAN 1st FLOOR OTTOLE M2. 1 2. / c=�€m A B O 0 E F G SPECIFIC NOTES THIS SHEET: U O CONFIRM /REBALANCE THE EXISTING GRID TO AIRFLOW INDICATED. OADJUST THE EXISTING TERMINAL UNIT TUS-6-1 "DESIRED CFM"TO C i E 1 625 CFM. 0 a LL O 1550 SCFM.E EXISTING TERMINAL UNIT TUS-6-14"DESIRED CFM"TO 'Z E 04 ADJUST THE EXISTING TERMINAL UNIT TUS-6-32"DESIRED CFM"TO m a m 200 CFM. _ < REMOVE THE EXISTING SPRINKLER HEAD AND REPLACE WITH A NEW a' w QUICK RESPONSE SPRINKLER HEAD(MANUFACTURER TO MATCH EXISTING BUILDING). in 3 3m S1 550"CFM ,2 m 550 CFM R1 10"m 2 z F[Tff (N) UPS O F (N) 8X8120 w 8x8 , S 1 '` 'I W S 1 7 C 70 G ;`,`, Sut X 7� tOr m ` `\ LL em 4�1 1 1 1 1 1 1 1 1 1 1 Z) i -o rn (R) Office Office c� `� �� Patient Bay 1 11 1222 o TU-6-15 TU-6-16 1335 8"0 TU-6-16 R1 8 � ` ` Pa ant Bay Patient Bay Pati nt B y 8"0 2.m 7 R 120 5 CFMC 1 g"� E 120 Z 3 1 40 — C 1 200 a"m (E) — 200 LI - - r - ay ay Pre-OP Bay �,12x12 „0 Co Co C 1 100 C 1 100 C 1 100 C 1 100 C 1 1 0 S _-�400 0 C 1 100 C 1 100 6"0 220 43x20 70 43x20 I 4 TU-6-32 (E) Toil -- 4 0 2 0 1227A R 4 0 12 R1 T C 1 510 R 1 400 ' Patient Toilet N uri 10 400 1221 4 1 46A F — 1 11 + 5 E1 6„0 J WE z H TU-6-14 y � 1 3 4"� s,.� , 14'0 x Toilet U p I Consul "o Toilet 45 X 450 TU- 7 J = 1345 R1 o Nu St6ation 0 TU-6-1 (E) (TYP 3) } N 1334A 2 6 W W j E 1 -TYP. 8o R 1 8'0 6'o E1 14"� TYP. � Z C 1 Co C 1 180 O R 1 385 85 Arauma_ w ; 'a 70 1334 2 Z W 5 2x10 2„� 20x 18 sP 0 10 Trauma X-Ray C 1 20x 1 CT Scan O Q Q Q 3 � 00 0 V U �o X 200 R 1 400 5 4"0 5 1227 X 14"o x [n y cl�tro X 200 U U M a 10o E 1 Electrical R 1 10"0 33 5 uo 1331 240 N TUR , O T 6-1 J TU-6-18 13D a ' tCt - 0 rol 12x10 12"0 C1 1MF 22x22 SHAFT X , x22 SHAFT 4 X O 12"0 775 (TYP72) x 340 10"o o"� TYP 2) v 1 R1 10 F S R1 s� 3262 � 140 N R 1 330 / R 1 360 N S U 0 330 / 360 lONA6 s S [ g ------ -� C1 rri 10 0l r 1 _ N _________ y 1000A TU-6-5 1 2x 14 36x 1 6 275 36x24 1 275 36x24 i DESIGNED BY.- DRAWNRH 3 SHAFT 34 4 )CIA F/S 18x20 F/S DATE: APPROVED BY: / F/S 02/07/2025 JN a x O O 6 0 �+ F S SCALE: FILE NAME: ;e »� SA 6„� +� /F S SA LU X C 1 �� None M2.2 k 1 130 cc C 1 100 13'19 O 34X 1 6 1 UO s011 Utility 3 PROJECT No: 03-24423 £ /`� FF/S1 8'o SHEET TITLE: 3w F/S F/S 8 o" 'o^ I n 8" /�n\ ^ ^ Partial First Floor Mechanical Plans- 2 PARTIAL FIRST FLOOR PLAN - MECHANICAL NEW 0� 1 PARTIAL FIRST FLOOR PLAN - MECHANICAL DEMO 0� demolition &New Scale: 1/4"=1'-0" Scale: 1/4"=1'-0" NORTH NORTH SHEET NUMBER: =o 0 1 2 4 8 12 ft. 0 1 2 4 8 12 ft. M2.2 €m A B C D E F G H z n n NOTES (APPLICABLE TO ALL ELECTRICAL DRAWINGS): NOTES(CONTINUED): �O�j v't 1. ALL SYSTEMS,EQUIPMENT,DEVICES,RACEWAYS,CABLES,ETC.INDICATED ARE W N NEW UNLESS SPECIFICALLY NOTED AS EXISTING. 13. BRANCH CIRCUIT CABLES,EQUIPMENT GROUND CABLES AND ABOVE GRADE M M FEEDER CABLES SHALL BE 1/C COPPER,#12 AWG UNLESS NOTED OTHERWISE, 2. THE ELECTRICAL WORK SHALL INCLUDE ALL WORK SHOWN ON THE DRAWINGS, WITH 600V TYPE XHHW OR THHNI/THWN INSULATION. z O O 1--1 t .(D(0 DETAILS,DIAGRAMS,SCHEDULES,ETC.,AND AS DESCRIBED IN THE SPECIFICATIONS. 14. MULTI-WIRE BRANCH CIRCUITS SHALL NOT BE INSTALLED IN CATEGORY 1 I F 4,tin 3. PLAN DRAWINGS ARE DIAGRAMMATIC INFORM AND DO NOT ATTEMPT TO SHOW AND CATEGORY 2 PATENT CARE AREAS. 00-O z O C COMPLETE DETAILS OR LIST EVERY ITEM OF THE ELECTRICAL SYSTEM,EQUIPMENT, 15. IN ADDITION TO THE CIRCUIT CONDUCTORS INDICATED,CONTRACTOR SHALL PROVIDE w 04 J 7 Q T BUILDING CONSTRUCTION;HOWEVER,THE ROUTING OF RACEWAYS AND CIRCUITS, AN EQUIPMENT GROUND CABLE(SIZED THE SAME AS THE LARGEST CIRCUIT M L� THE LOCATIONS EQUIPMENT,DEVICES AND PICTURES REPRESENT THE DESIRED CONDUCTOR UNLESS SPECIFICALLY NOTED OTHERWISE)WITHIN EACH RACEWAY FINISHED ARRANGG EMENT. WITH THE CIRCUIT CONDUCTORS. 4. OBTAIN APPROVAL FROM ARCHITECT&ENGINEER PRIOR TO PROCEEDING WITH 16. SEE ELECTRICAL SPECIFICATION FOR SYSTEMS CABLE TYPES. ALTERNATE CONDUIT ROUTES. LEGEND 5. DETAIL DRAWINGS SHALL BE CONSIDERED APPLICABLE TO ALL PLAN DRAWINGS 17. ALL WIRING SHALL BE ENCLOSED WITHIN THE RACEWAY SYSTEM,EXCEPT, ELECTRICAL � I VD AND SIMILAR CONDITIONS EVEN IF THE DETAILS ARE NOT SPECIFICALLY REFERENCED. TELECOMMUNICATIONS,PAGING AND CLASS 2 LOW VOLTAGE CABLING MAY BE BUNDLED TOGETHER AND SUPPORTED OPEN IN ACCESSIBLE 2 6. RACEWAYS AND CABLES THROUGHOUT THE FACILITY SHALL BE RUN CONCEALED IN CEILING SPACES. EACH SYSTEMS CABLES SHALL BE BUNDLED AND MANAGED z THE WALLS,ABOVE THE CEILING OR BELOW THE FLOOR WHERE POSSIBLE,EXCEPT, SEPARATELY FROM OTHER SYSTEMS CABLES. 0 EXPOSED WITHIN UTILITY&OTHER NON-PUBLIC SPACES. WITHIN PUBLIC SPACES, 1- BRANCH CIRCUIT,ABOVE GRADE,CONCEALED(OR SIMILAR, a WHERE DUE TO THE BUILDINGS CONSTRUCTION,IT IS NOT POSSIBLE TO ROUTE 18. FLOOR,WALL AND CEILING PENETRATIONS BY OPEN CABLES WILL NOT BE ALLOWED. \ 5LA5HE5=NO,OF CIRCUIT CONDUCTORS WHERE APPLICABLE) - o' RACEWAYS&CABLES CONCEALED,RACEWAYS MAY BE RUN EXPOSED. (EXPOSED PROVIDE CONDUIT SLEEVES WHERE OPEN CABLES PASS THROUGH WALLS, O CABLES ARE NOTALLOWED EXCEPT IN TELECOMMUNICATIONS ROOMS.)EXPOSED DRAFTSTOPS,CEILINGS,FLOORS,ETC. I i BRANCH CIRCUIT,ABOVE GRADE,EXP05ED(OR 5MILAR, (5 o SLASHES•NO.OF CIRCUIT CONDUCTORS WHERE APPLICABLE) Lij RACEWAYS SHALL BE RUN AS NEATLY&UNOBTRUSIVELY AS POSSIBLE,SUPPORTED 19 PROTECT"OPEN"CABLE WIRING FROM ROUGH AND/OR SHARP EDGES ON AS REQUIRED,PARALLEL OR AT RIGHT ANGLES TO CEILINGS,WALLS&STRUCTURA 0-1 L MEMBERS. SUPPORTS,STRUCTURAL MEMBERS,ETC.AS REQUIRED DURING INSTALLATION. � HOMERUN TO LOCATION INDICATED,CONCEALED(TYPICAL) W HOMERJN TO LOCATION INDICATED,EXF05ED(TYPICAL) D 7. RACEWAYS SHALL BE AS FOLLOWS,UNLESS NOTED OTHERWISE: 20. VERIFY ALL EQUIPMENT,DEVICE,ETC.LOCATIONS WITH THE ARCHITECT PRIOR TO coROUGH-IN. SEE MECHANICAL DRAWINGS FOR LOCATION OF MECHANICAL BRANCH CIRCUIT,CONDUIT BODY A. ELECTRICAL METALLIC TUBING(EMT)-INTERIOR ACCESSIBLE CONCEALED EQUIPMENT,ARCHITECTURAL DRAWINGS FOR SPECIALTY EQUIPMENT,CASEWORK, U F SPACES AND EXPOSED IN TELECOM ROOMS,UTILITY ROOM&OTHER NON- ETC.THE OWNER RESERVES THE RIGHT TO RELOCATE OUTLETS,ETC.WITHIN 10 OF /---\ EXISTING CONDUIT,NEW CABLE a PUBLIC SPACES. THE LOCATION INDICATED,PRIOR TO INSTALLATION,WITHOUT INCREASE IN COST. DEMOLISH EXISTING RACEWAY B. FLEXIBLE METAL CONDUIT(FLEX): 21. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE MOUNTING HEIGHT FOR Q JUNCTION BOX i. FINAL CONNECTIONS TO VIBRATING EQUIPMENT. ALL WALL MOUNTED AND PENDANT MOUNTED LIGHTING FIXTURES PRIOR TO z 3 ii.SUBSTITUTED FOR EMT FOR BRANCH CIRCUITS BETWEEN DEVICES AND BOXES ROUGH-IN. pN DISCONNECT SWITCH CONCEALED INSIDE FRAMED WALLS AND CEILINGS. 22. SEE ARCHITECTURAL SPEC.SECTIONS(E.G.DOOR HARDWARE,APPLIANCES,DOORS, ® SPECIAL PURPOSE CONNECTION SPACES OR SURFACE III.NOT ALLOWED FOR CONDUIT RUNS.,CONDUIT STUB-UPS INTO ACESSIBLE CEILING ETC.),ENTIRE DIVISION 11-EQUIPMENT,&ENTIRE DIVISION 22-PLUMBING, Iv.NOTALLLOWED IN PATIENT CARE SPACES WHERE THE COMBINED LENGTH DIVISION 23-HVAC FOR ADDITIONAL REQUIREMENTS,FURTHER CLARIFICATIONS, ® PANELBOARD LUgiC Regional Health EXCEEDS 6 FEET. ETC.OF EQUIPMENT ELECTRICAL REQUIREMENTS. o-- DUCT SMOKE DETECTOR C. FLEX CONDUIT SHALL NOT BE USED FOR LIFE SAFETY OR 23. CONTRACTOR SHALL VERIFY WITH THE ARCHITECT THE FIRE RESISTIVE RATINGS Pcs POUTER DISTRIBUTION BLOCK CRITICAL BRANCH CIRCUITS,EXCEPT AS ALLOWED 8Y 517.31(3H3). FOR WALLS,PARTITIONS AND OTHER BUILDING STRUCTURES. INSTALLATION OF SYSTEM COMPONENTS AND RACEWAYS MUST MAINTAIN THE FIRE RESISTIVE 9 VARIABLE FREQUENCE DRIVE(VPD) RATING OF THE BUILDING. EX EXISTING TO REMAIN 8. RACEWAYS SHALL BE SIZED SO THATTHE CABLE FILL DOES NOT EXCEED 40%, 24. POWER,FIRE ALARM,SECURITY&TELECOMMUNICATIONS SYSTEMS INTERRUPTIONS EXCEPT,MINIMUM CONDUIT SIZES SHALL BE AS FOLLOWS,UNLESS NOTED (WHETHER TO THE ENTIRE SYSTEM OR TO INDIVIDUAL PANELS,EQUIPMENT,ROOMS, REX REPLACE EXISTING OTHERWISE: DEVICES,ETC.)SHALL BE KEPT TO AN ABSOLUTE MINIMUM,AND SHALL NOT BE wP WEATHERPROOF A. 314"-BRANCH CIRCUITS AND SYSTEM RACEWAYS,EXCEPT AS NOTED BELOW. DONE WITHOUT PRIOR APPROVAL&SCHEDULING WITH THE ARCHITECT MINIMUM OF 14 DAYS IN ADVANCE AND CONFIRMED 48 HOURS IN ADVANCE. B. -RUNS WITH#12 AWG OR SMALLER CIRCUIT CABLE TERMINATING IN A SIN 4 SINGLE DEVICE. 25. SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY AIR SUPPLY VENT REGARDLESS OF THE LOCATION INDICATED ON THE DRAWINGS. J C. 1/2"-CONDUIT STUBS FROM ACCESSIBLE CEILING SPACES DOWN TO A SINGLE 26. LABELING&NAMEPLATES: Q PUBLIC ADDRESS DEVICE(MICROPHONE,SPEAKER,ETC.)OR SINGLE AUDIO VISUA � SYSTEM SPEAKER LOCATIONS. U) A. OUTLETS SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER FROM W D. 1"-POWER&LIGHTING HOMERUNS. WHICH ITS FED. LABELS SHALL BE HEAVY DUTY ADHESIVE TYPE,CLEAR Q Cn TAPE WITH BLACK LETTERING,MADE WITH A LABEL PRINTING DEVICE. Q Q E. 1"-UNDERGROUND CONDUITS. _ 1" B. JUNCTION BOXES SHALL BE LABELED WITH THE PANEL AND CIRCUIT NUMBER � } F. -TELECOMMUNICATIONS RACEWAYS TERMINATINGCONTAINED WITHIN. MARKING SHALL BE LEGIBLY HAND-WRITTEN WITH BLACK IN A SINGLE DEVICE. 0- LLI m n INDELIBLE MARKER. D J a' G. 1 1/4"-TELECOMMUNICATIONS RACEWAYS SERVING TWO DEVICE LOCATIONS r m J C. REFER TO SPECIFICATIONS FOR PANELS,DISCONNECT SWITCHES,STARTERS, Q y ETC.NAMEPLATES AND LABELING. LLI > o 0 9. DEVICE BOX SIZES SHALL BE SIZED IN ACCORDANCE WITH NEC FOR BOX FILL,EXCEPT z LLI MINIMUM SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED OTHERWISE: Z Q N 5 A. POWER&LIGHTING-4"x4"x 11/2" U co B. TELECOMMUNICATIONS-411116"x411/16"x 21/8" DEMOLITION NOTES (APPLICABLE TO ALL ELECTRICAL DRAWINGS): < m c) o 1. CONTRACTOR SHALL REMOVE ALL EXISTING EQUIPMENT,DEVICES,ETC.WHERE () () �Q C. FIRE ALARM,ACCESS CONTROL,SECURITY,PAGING,ANCILLARY,ETC. INDICATED.EXISTING DEVICES NOT SHOWN ON THE DRAWINGS SHALL REMAIN. SYSTEMS SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS ALL ASSOCIATED CONDUIT,BOXES,CABLES,ETC.SHALL BE REMOVED TO THEIR DRAWING INDEX REQUIREMENTS. POINT OF ORIGIN&/OR DESTINATION,EXCEPT,CONDUITS MAY BE RE-USED IF IN GOOD CONDITION&SUITABLE FOR THE NEW INSTALLATION,&/OR CONCEALED CONDUITS SHEET DRAWING TITLE MAY BE LABELED&ABANDONED IN PLACE. EXISTING CABLES SHALL BE REMOVED ED.1 ELECTRICAL-NOTES,LEGEND&INDEX 10. DEVICE MOUNTING HEIGHTS SHALL BE AS FOLLOWS,UNLESS SPECIFICALLY NOTED OR REPLACED.EXISTING FLUSH BOXES SHALL BE PROVIDED WITH SUITABLE COVERS E2.1 ELECTRICAL-BUILDING 1 GROUND FLOOR PLAN y. R. DI OTHERWISE. MOUNTING HEIGHTS SHOWN ON THE DRAWINGS ARE TO THE CENTER OR WALLPLATES. E2.2 ELECTRICAL-BUILDING 2 FIRST FLOOR PLAN 1P of wgsR EA OF THE BACK BOX FROM THE INTERIOR FINISHED FLOOR. E2.3 ELECTRICAL-CT ROOM PLANS 2. EXISTING EQUIPMENT,FIXTURES,DEVICES,ETC.TO BE RE-USED IN THE NEW WORK E2.4 ELECTRICAL-EQUIPMENT PLAN A. POWER,TELECOMMUNICATIONS,AUDIONIDEO,ETC.RECEPTACLES-18" SHALL BE REMOVED CAREFULLY,&PROTECTED FROM DAMAGE AS REQUIRED E6.1 ELECTRICAL-POWER SYSTEM RISER DIAGRAM Ju® DURING DEMOLITION&CONSTRUCTION. E6.2 ELECTRICAL-POWER SYSTEM RISER DIAGRAM B. LIGHTING SWITCHES,CONTROL STATIONS,ETC.-46" E6.3 ELECTRICAL-PANEL SCHEDULES ISTeRtiO 1' 3. EXISTING EQUIPMENT,FIXTURES,DEVICES,ETC.TO REMAIN SHALL BE PROTECTED SS/ONALG C. DEVICES ABOVE COUNTERS-4"ABOVE BACKSPLASH. AS REQUIRED DURING DEMOLITION AND CONSTRUCTION. 6 g D. FIRE ALARM PULL STATIONS-46" 4. EXISTING CIRCUITS,CONDUITS,CABLES,ETC.INTERRUPTED DUE TO THE REMODEL SHALL BE RE-CONNECTED AS REQUIRED TO MAINTAIN THE CIRCUIT, INVESTIGATION BY: DRAWN BY: E. FIRE ALARM NOTIFICATION APPLIANCES-9W ; S. ALL SURPLUS MATERIAL REMOVED DURING THE DEMOLITION SHALL BE INSPECTED BD BD F. EXIT&EMERGENCY LIGHTS-100" BY THE OWNER,AND THOSE ITEMS SELECTED SHALL REMAIN THE PROPERTY OF DATE: APPROVED BY: N THE OWNER. ALL REMAINING SURPLUS MATERIALS SHALL BE REMOVED FROM THE 11. TELECOMMUNICATIONS CONDUITS SHALL BE PROVIDED WITH PULL ROPES BELOW SITE&DISPOSED OF BY THE CONTRACTOR. 2/7/25 BD '^ GRADE AND PULL STRINGS ABOVE GRADE. EXISTING CONDUITS TO BE USED SHALL =6 BE FISHED AND CLEANED PRIOR TO INSTALLATION OF CABLES. SCALE: FILE NAME: es As Noted E0.1 k 12. BELOW GRADE SERVICE&FEEDER CABLE SHALL BE 1/C COPPER(UNLESS - SPECIFICALLY NOTED OTHERWISE)WITH 600V TYPE USE/RHH/RHW INSULATION, EXCEPT TYPE XHHW MAY BE USED FOR BELOW GRADE FEEDER CABLES WHERE PROJECT No 2396: g£ THE CABLE IS ROUTED BELOW THE BUILDING FLOOR SLAB FOR ITS ENTIRE LENGTH. SHEET TITLE z Electrial - Notes, Legend 7 & Index h SHEET NUMBER: n � z E0. 1 �' A B C D E F G H �Ln rn nn �04 (0 )00 W NaMM (O(O �1 �CMM 00 0 O� W N-J rn X 7 Q m l� Q Q Q Q Q Q Q Q O 0 10 2 ------ ---- --ERI5TING3.T5 -- -� z Q o a PREVIOUS XISTI N I$C GT IT H' U .puff— SECUR PUR SIG O (n STORAGE °ff' EXISTI PAN L U —-—-—- --------- ---- - - - - - - - - - - - - - - - - - - _— _� LU LU Uj I I TOO FIRE RIISER TEL z I CORRID R I I I I i 3 o2t L___________i_____ IRn..R L__________________________________________ SOILED J]tn 0 ___ _ ________ LINEN ------------- I_____ ____ a X 711 IS, O _____i t TINS, A Skagit Regional Health M TERI S GMT. MED cas l'I XI iIN A H „"L I I I L I. . t EXISTING PANEL GNiA EXI TIN T N ER , EXISTING TRQNSFOFI'IER NI XI TI L A P EXISTING TRANSPORPIER D I$TING PANEL HD EXISTING TRAN$FORf1ER XD ------ii - - --_-- OFFICE EXI TI P NELA I- - - - _ - - - I$IA I - N A - _ - EXISTING PANEYA 4A TS- i �� xi C A SERVER XIE STINGo A�NE�L uxD ExI$nNG AT$-za I TI C� EXISTING Ai5-YA CIRCUIT BAKER i LINEu \�' XISTING MAIN SWITCHBOARD SlM$B 4 ----- 0 KP I I o W `-- -- ------- ------- ----- ------- ------ I____________r______ ffiz EMi 4 J CORRIDOR Q STAIR' • 3 AW�i CND) STAIR w o_ G O XISTI A M < TO MORGUE E EVEOUIPMENTRM EXISTING PIEL ShLAJGE (� T -_-_-_ _- -_ _ _-_-_ SUP YRM _ EXISTING P L Z1A w °'N J a' ELEY9 EUV2 ELHVt D J � lr w > Eo REcOG EXISTIJ PANEL A2 A TINS,P z LU o 01 z Q _4------- -------i L_-_-_-_-_-_ MEC CALIBOILER RM `/ o U) 'p 1 < C) 11 I I I I I I I I I I I I I I I I _-_-_-_-_-_-_-_ _-_-_-_ _-_-_-_�_-_-_�_-_-_-_�_-_-_ CR Ayy EAR`*cam�z to44794 Tea�ti{�v IONALG 6 MECHANICAL RM g INVESTIGATION BY: DRAWN BY: BD 3D DATE: APPROVED BY: 2/7/25 BD SCALE: FILE NAME: - - - - - - - - - - -� As Noted E2.1 s -L J �W PROJECT N. 2396 $ SHEET TITLE: Electrical - 2 Building 1 € Ground Floor Plan ELECTRICAL-BUILDING 1 GROUND FLOOR POWER PLAN v�M� � SHEET NUMBER. 1 SCALE:1)8"=1'-0" 1r\ E 2. 1 =' e A B C D E F G H z N� N N fi0 000 w W v,aMM a -•-•-•-. z L3 0 0 � I��I 1 �� nI II 7 i i Z o� r, N J < I J F+i 7 m� i • III 121fi �/I 1218 r IIIIIILJIIIIIIIIIIII w XISTING N K—El 12za ia2 P 1335 y I P AT AT5 342 ,341y P y P1339 1330 133] y p133fiy y P y p EXISTING DIST PANEL IY2 1 1360 I S 2 X Y2 XIS INC,DISCONNECT— EXIST I EX15 ING EL IY2F ING TRANSFORMER IY2 I EXISTING PANEL M21) moot 12s Q 4 I EXISTING PANEL 1Y2D � � 1320B EXISTING PANEL IY2E I O ,OODP U o AT$ ZITS Noypgpmant •—•— —•J 1—A 1221 1220 m 1219 WN M al 1346A ^• LL IST DIST AN Ma any EXI DIST PANEL ZIDP r Q OF ll!0 1214 W XISTI AN 1 4 Ia3an (n EXISTING DIST PANEL EGDP ,343 134a ,34s "MY o,a4eo� XISTI ANEL IY X M. Y2C I XISTING NE L IY2A XI TI AN M2 EXISTING TRANSFORVER NDP EXISTING PANEL IX2 XISTING A IN2A I ® ® ra 122v ay o 1224 CB en XISTING IST EXIST AN I2A XISTING A IN2 ® \ z 3 SWITCHBOARD MSB XISTI AN 4M faz9 EXISTING IZ2B 1331 EXIT��.�?�� ANE IN2C 1 15TI N I XIST SFO 1 2 2 I �' faooF u 1212 tl XI 5T. 2 El Skagit Regional Health EXISTING PANEL IY4 .`•—•—•—•— —•—•—•�. 1000N 1000A 1000E Dx�QMlan 1225 132] U 211 211 1319 8 1328 9e 1325 T 1324 1 T 1323 T 1322 1 4 12m cI ,22fi ay o 12ra ,000M 209A J � T 1318 1 LU ^ 1000E 120 120 12 120 1208 W ct) 01300B N _ 131] Q. O U tl 2 D 2 ui o n, 1300AT1321 1320 1000K D J Q OJ m LU 1002 LL QE o Z /\W 13,0 CI 1311 9a H 1314 D BI 1200 w 120] O N 5 1316 <' < V N 3 Nucl / � T 1309 n1 L 1208 icing Q O Nu 1300 ion T Q 1312 1313 1315 F .1 M 1100 m M 1�JI c G 120M DID, xASH!cA'f^� 130] h A �y zrn 1oao6 ,� 1rnFC I4]94 IONAI.�Gti 6 r 1 T T r 1 r r r 1 1308 1306 1 1305 1304 1303 1302 1301 „02 1103 J C 1106 1000E h INVESTIGATION BY: DRAWN BY: BD BD PIU 1104 y F E. ElJ DATE: APPROVED BY: LL2/7/25 BD T =a „OS SCALE: FILE NAME: not J As Noted E2.2 n PROJECT No: 2396 $ SHEET TITLE: :. ^ 2 Electrical - � Building 2 First Floor Plan Eg CAM\NA sHEE-HJUBE= ELECTRICAL- GUIDING 2 FIRST FLOOR POWER PLAN 1 SCALE:1/8"=1'-0" E 2.2 €M A B c D E F G H z r, ��Ny NNE Lo Fi )00 0)V V W V) un M W Q M M a z >_300 �1 �CMM z 00 0 oC W NJ mX 7 Q ,AYJ; m L, 1� Lj EXTEND EXISTING C 10 NEW OU1LE1 LOG 2 — � z v. 0 o' O U o LL1 F_1 C _ W 1Y2D- EXTEND EXISTING CONDUIT— -ROUTE EX TIN'H ERUN = aD-3 TO NEW OUTLET LOCATION 3 TO THE NEW O TLET L TION. U) w ffi EX ffi a ffi ffi 122 EX 1222 1223 1222 Patient Bay I Ex Ir2°-1,3 Ex Patient Bay 1335 I EX z 3 1335 Patient Bay Patient Bay EX i Patient Bay Patient Bay 1337 LIL3C F13371 LIKC EX Skagit Regional Health EX INX-16 Ir 4 or REMOVE EXISTING GE DISCONNECT sWIT Toilet Toilet Rea( Toilet Toilet INSTALL NEW SIEMENS DISGOWJEc1 5WI H 1227A 1221 IN THE SAME LOCATION.SPLICE THE XISTING J El REMOVE EXISTIN 1227A 1221 CONDUCTORS THROUGH 10 THE NEW Q DISCONNECT SW I H. MAINTAIN EXIST I (n L -, kl Ex IN PANEL WE 0 a' IN WE5110WER 0L---j O a FDI \ EXI 1'EMT(3 EXISTING Q tt�t\ A AV.GND> � } ? 1334AUj OVE EXISTING UNDERFLOOR 1 J ¢'N CI DUITS 4 WIRING. D m Z ; E o x 7 w N r _ � Ex Q Q 3 5 —�I D16CMECT 4 REMOVE Ex U EXISTIN'CEILING EO ® ex Trauma X-Ray (n NO Trauma X-Ray 1227 H Q %I REFER TO SIEM E IN DRAWINGS FOR DE-SSCRIPTI G UNDINDIN G n r I 1333 0o CT S OUIREMENTS,e NTS, coNDm� 1333 w o0 CT Scan Ns1ALLan NTs. 1334 0 REX 1334 tb R' I L__L EX ♦Q'oF xAD�A 3 Fed ,�r�r .71 m`n E>� owe`S OIs 6 g rrl r rr, INVESTIGATION BY: DRAWN BY: rrI r 1000A 1000 1000A BD BD DATE: APPROVED BY: g,U 2/7/25 BD dd'" =a SCALE: FILE NAME: :$ As Noted E2.2 k W PROJECT No: 2396 $£ SHEET TITLE: Electrical - I 2 ELECTRICAL - PARTIAL FLOOR PLAN - DEMO �� 1 ELECTRICAL - PARTIAL FLOOR PLAN - POWER �) 2 CT Room PlansIf 7 Scale: 1/4"=1'—O" NORTH Scale: 1/4"=1'-0" NORTH 9' p a� SHEET N111aE- E2.3 A B c D E F G H I z N� N N t0 000 1 w W W'aMM a LIGHTING FIXTURE SCHEDULE L 3 t0 t0 M M TYPE DESCRIPTION DIMENSION MOUNTING DOLOR LUMENS VOLTS DIMMINC MAN UFAQTURERS CAT.NO. LOADS � NC TEMP. (OR APPROVED EQUAL) WATT 00 0 A LED EDGE LIT TROFFER,WHITE 2'x4'x2" GRID 3500K 3000 277 0-10V COLUMBIA SRP24-35-VW-G-ED1 26 27 W 04>fn X PAINTED ALUMINUM FRAME WITH 1% DAYS TE 2FPZ-30L-8351-DS-DIM m lam FLAT FROSTED ACRYLIC LENS. LITHONIA EPANL-2X4-3000LM-80CRF35K-MINI METALUX 24CGTX-30-L835 WILLIAMS BP-24-LS/8CS(3500/3000) z lip d a-[L �� 0 O U o W J W#H U) _)E-CONNEC HE EXI5TINGIGHTING Fl i RES TO MAINTAIN HE EX15TI CIRCUIT Office offic Office 3 1223 122, 1222 Pati nt Bay Patient Bay EX, 1335 1335 Pa i n Bay Pa i n Bay Pa i n Bay P l n Bay Exa Skagit Regional Health 1337 1336 1337 1336 ab 4 J Q OOPr P�r cn W 1227A 1221 1227A 1221 W CO O _ . . RE - d L LI °'N 10 EXI 11NG J a Toilet ICToilet T Q� J NNNoo1334A Ex WZ W Z p 5 U R Ect O ISTING 3c 0 vowo o i�Q Ex Ex Ex U U ® 0 0 E -Rayx2cc ® x Trauma X 1227 1227 Contr Contr RECONNECT VIA,/1334A n1333 TTING 1333 T dP E A RE n a EX m C2 A °•n R�rsTe1�'9 tip' ��SIONAI.ETyG i 6 ; € INVESTIGATION BY: DRAWN BY: 3 BD BD DATE: APPROVED BY: - Corridor Corridor Ig 1000A 1000A 2/�/2s BD Wg =a -- po SCALE: FILE NAME: \\\ \ As Noted E2.4 x PROJECT No: 2396 $ SHEET TITLE: 2ELECTRICAL - PARTIAL FLOOR PLAN - ANCILLARIES 1 ELECTRICAL - PARTIAL FLOOR PLAN - LIGHTING A2 Electrical - 7 scale: 1/4"=1'—O" NORTH scale: 1/4"=1'-0" NORTH 2 CT Room Plans W ffg S111-HLIUKe '� 2 E2.4 e i� A B c D E F G H z NT N� N N t0 000 w W v,M M �f W a3 z L oo z 00 0 o� W NJ D 7 Q m L, I a I z 0 o Toilet o 1334A �`� u W W D a EX 6 FI 6 3 Skagit Regional Health Do❑ Do❑ 0 u Contr I 4 1333 1 CT Scan ® �01334 0 NOTE: Q REFER TO SIEMENS 51TE 5PECIFIG DRAWING5 U W FOR DESCRIPTIONS OF GROUNDING Lu Q � REQUIREMENTS,BACKBOXES,BOXES,CONDUITS AN CATION REQUIREMENTS. � T2 d W �M D J a J � Q N rn W > B c° Z W Z p Q 5 U r U U) o 0 H oEX Q U Corridor ,PoF:'A 1000A FR� �y zrn NNA94 1rnFC IONAI.�Gti 6 1 - INVESTIGATION BY: DRAWN BY: ELECTRICAL - EQUIPMENT PLAN BD BD NORTH DATE: APPROVED BY: 2/7/25 BD =a SCALE: FILE NAME: 1 As Noted E2.5 n PROJECT N. 2396 $ SHEET TITLE: Electrical - 7 2 EQUIPMENT PLAN a€ SHEET NUMeE- E2.5 e A B C D E F G H 1� BYPASS/ISOLATION 4-POLE AUTOMATIC TRANSFER SWITCH. EXISTING ATS WITH LOAD SHED CONTROLLER LISTED FOR NEC 700 SYSTEMS.RECIEVES KW LOAD SIGNAL FROM SWED EXISTING GROUND FAULT PROTECTION AT EACH EGDP POWER METER.SHUTS DOWN CHILLERS IN THREE STAGES SWITCHBOARD FEEDER BREAKER. AS FOLLOWS: �( STAGE 1 -CHILLER#1 M 3� TRANSFER SWITCH POSITION WITH AUXILIARY CONTACTS STAGE 2-CHILLER#2 TT^^ t0 WIRED TO ELEVATOR CONTROLLERS. STAGE 3-SHUT DOWN ATS Z2 Vl �N�� 4� BUSSMANN FUSED DISCONNECT SWITCH WITH AUTOMATIC EXISTING 120V CONTROL CIRCUIT WIRING FOR CONNECTION NO�-.I- SHUNT TRIP AND MANUAL DISCONNECT OPERATION. TO CHILLER CONTROLS. W aMM INCLUDES(1)ADDITIONAL 4"SPARE CONDUIT WITH PULL STRING. ]� SEE EQUIPMENT SCHEDULE FOR FEEDER SIZE TO EQUIPMENT. z U3 O O TO-y11 t (0 t0 NOT USED. c ~ M M 4, z oC 00 NOT USED. r, 04 J y x w �Q m L� to EXISTING SHUNT TRIP CIRCUIT BREAKER. tt 9,673 GROUND FAULT INDICATION ONLY. 2,403 tz FAULT CURRENT AVAILABLE FROM UTILITY. T] 13 TO DISCO NECTASWTICH MODULES.250ADER FEEDER TAPSANDEESS THAN TAPS 13,000 10'IN LENGTH. EXISTING WREW2 C 14 NOT USED. O u u u u u u u u u u u z PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL t5 2N4A 2N2A 2N2B 2N2C 2N2D 2N2E 2%4A 2X2A 2Y2A 2Y2B 2Y2C EXISTING LUGS FOR SODA FEEDER EXTENSION.BREAKER d 125A 125A 125A 125A 225A 225A 100A 100A 125A 100A 100A LOCATED TO LIMIT FEEDER LENGTH TO LESS THAN 10'. 5,748 8,800 5,748 5,578 9,3481 5,562 5,407 5,407 PANEL N 11,043 2Z4 U o 225A w SECOND FLOOR w Cn 100N a 34,343 2 883 0 z 3 Cg CN g it Re�oral Health u u u u u u u u u u PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL PANEL Skab 1N4A iN4M iX2A 1Y2A 1Y2B 1Y2C 1Y2D 1Y2E 1Y2F 1Y2G iZ2B iZ2A 125A 2234,453 100A 610DA 97 61 1097 61 1097 3'700 2'780 33020 120A 225A 225A 36 5339 5?437 225N 100N 100N 1t1r)TT 125N 100N 100N 100N 100N NSS 12 525 ELEV 1 PANEL PANEL # ELEV#2 iX4A u a 1Z4 XFMR iZ2 ° 2511P 50HP tp to 125A m 225A 75KVA 4 . . . . . . . tz 4 4 3$.4W �� xFMR 1X2 gC oC �C C oC oC NC gC %' 30KVA -# 100A 100A 08T #�2- C /3P C /3P J 100 200 Q PANEL PANEL PANEL PANEL PANEL _ o C DIST PANEL 1Y2 11,063LZ 1 N2A iN2B iN2C iN2D 1 N2E m 208Y/120V,3$,4W 22,962 9,376 O 125A 125A 100A 100A 100A #4 m 800A 100AS 200AS FLUORO XRAY TRAUMA XRAY W 7,245 7,245 7,245 3,334 3,334 17,919 800N AHU-5 AHU-6 70AF r125AF 2-1/2"C,4#2/0,#1 GND 2"C,4#1/0,#1 GND Q Q 00 200 r�1 remv XFMR 1Y2 7 7 13 200A, 30, 4W V 300KVA 100A 30 4W w d r0 225N 125N 125N 100N 125N 100N 7C _ 30,4W 225N J 225N 125N 100N 100N 125N NSS 125N x450 - 225N 125N Q #3/0 250 26,297 2DO Lu E o 225N CH-2 z w 2_1/2"EMT Q Q N 3 5 m m m m m (3/�400 KCMIL ut U .s- +1 3 AWG GND �C NC �C oC oC oC �C �C oC aC �C oC �C C mC oC oC a6 �C �C �C mC C �C C oC o6 U) Q N rn PANEL o EPM 1Y4 U U n a` oC DIST PANEL NDP DIST PANEL XDP 142480 DIST PANEL YDP DST PANEL Zi DP DIST PANEL 12DP m 20BY/120V,3Q,4W 18,382 21,851 480Y/277V,3$,4W 450Y/277V,3$,4W 480Y/277V,3$,4W 480Y/277V,3$,4W SODA 225A 600A 600A 600A 800N ATS X 225N ATS y 600N 34,685 ATS ZI SOON SOON 35,484 34,366 EpM R. ESSENTIAL EPM ESSENTIAL EPM ESSENTIAL 34,350 EPM P� DID, XFMR NDP ° LIFE SAFETY BRANCH CRITICAL BRANCH EQUIPMENT BRANCH 1 ATS Z2 5 v1�oF>Pesg24 300KVA 225A/4P 600A/4P 600A/4P NON ESSENTIAL vF �r G, is EQUIPMENT BRANCH 2 •�m F't z rn 3$,4W Y 480Y/277V 480Y/277V 480Y/277V t 3 3$,4W 3Q,4W 3$,4W t C 500A 600A/4P 23,340 36,013 35,484 (2)2-1/2"C, 4-250KCM, /3P 480Y 3$74W I794�q1r#3/0 1#2/OGND 14,000 0%g R�ISTGs" 1 SOON s"SIONAI.�o 6 TVSS INVESTIGATION BY: DRAWN BY: BD BD 2-1/2"EMT 125N 225N 125N 450 225N 600N SOON SOON NSS (3#400 KCMIL 225N 600N SOON DATE: APPROVED BY: 40,359 +1 #3 AWG GND) GENERATORY z P 4 tt 2/7/25 BD �C oC oC �C oC o6 a6 METER a a GF C NC �C NC �C �C gC gC gC �C �C C o ao M GF n C GFI mo SCALE: FILE NAME: _ w (ttP)pf �¢ �¢ �¢ �Q �s As Noted E6.1 k§ lt np H-1 CH-1 =_ EPM 2000AF PROJECT N. '396 $ 2oo0AT Q (4) 225A PROVISIONS EPM N G GF 8 2 1-1/4"C, 3#2, 1#2GND G SHEET TITLE: 12 3000N - MAIN SWITCHBOARD MSB N C mo GENERATOR SWBD EGDP Power System ` 480Y/277V,3$,4W 14,000 480Y/277V,3$,4W 50CKW/625KVA " 36,084 3000A G �\ G 1000A _ GENERATOR Riser Diagram € 7 480Y/277V,3Q,4W 9; UTILITY XFMR 1200N a #3/0tl 1247011-480Y/277V - 1000 3$,4W TO EXISTING 67MS6,SEE E6.2 FI ST FLOOR sHEE nLr.�HE _. .o ELECTRICAL - EXISTING POWER SYSTEM RISER DIAGRAM,TOM z E6. 1 `� TO UTILITY NO SCALE NOTE:ALL PANELS,TRANSFORMERS,FEEDERS,COMJECTIOJS 1 DEVICES ARE EXISTNL. W NOTE:ALL CABLES ARE COPPER ALE%LISTED OTHERWISE €M A B C D E F G H I z N NN t0 1-1/2 C,4#1, 4 12, CONDUIT GND F+-I Epp I I CONDUIT GND V� W N �� 4,945 225N W �Q M M z L3oo u u u u u u u z o� N PANEL C PANEL C PANEL PANEL PANEL PANEL PANEL w J N X SEC 1 SEC 2 3Y2D HC XH 3N2A 3N2B 225A 225A 100A 400A 100A 225A 225A m L` 4,987 4,911 12,793 2,218 3,817 3,817 x 100N THIRD FLOOR 1-1/2"C,4#2,CONDUIT GND 2-1/2"C,4#250MCM,1#4GND 1-1/4"C,3#2,1#40ND J 2 Z 0 < C C C C o n �n u u u u 22 N 3/4"C,2#10 A, 1#1/0 GND 0U N PANEL 75KVA XFMR PANEL PANEL PANEL PANEL PANEL PANEL U o BB PANEL 480V-208Y/120V HE XB-1 XB-2 OR-1 OR-2 OR-3 Lu 300A B 3�,4W 225A 2,054 5,145 300A5,228 12,928 1,850 w U) SECOND FLOOR 225N FEEDER SCHEDULE TAG QUANTITY RACEWAY CONDUCTORS 3 T OF SETS SIZE NEUTRAL GROUND u u 30 1 3/4" 3#10 1#10 z 4,271 70N 30N 1 3/4" 3#10 1#10 1$10 PANEL PANEL 40 1 3/4" 3#8 - 1#10 1 N28 1N2A 40N 1 1" 3#8 1#8 1#10 p p � �7 225A 225A 2 105 50/60 1 1" 3#6 - 1#10 Si«QII ReQ 0�He21t11 FIRST FLOOR 50N/60N 1 1" 3#6 1#6 1#10 b a- 4,970 225N 70 1 1-1/4" 3#4 - 1#8 100N am 30KVA 70N 1 1-1/4" 3#4 1#4 1#8 150A/3P 3/4"C,3#8,CONDUIT GND o XFMR XB 90 1 1-1/4" 3#2 - 1#8 150A FUSE EXISTING 1-1/4'C.(4#3 AWG+1#8 AWG GND) oer 480V-208Y/ 90N 1 1-1/2" 3#2 1#2 1#8 EXI511NG 1"C.(3#6 AWG+1#10 AWG GND) 2.120V,3�,4W 100 1 1-1/2" 3#1 - 1#8 2'C,4#3/0(AL),1#6GND 1-1/4"C,4#6, 2"C,4#3/00ND 2CONDUIT GND , 400N CONDUIT GND 1'C 4 2 70N 100N 1 1-1/2" 3#1 1#1 1#8 1#6GND CONDU AL) IT GND 1"C,3#4,1#BGND # 50 30N 125 1 1-1/2" 3#1 1#6 3/4"C 50 100IN 100N 125N 1 1-1/7' 3#1 1#1 1#6 3#6, 150 1 2" 3#1/0 - 1#6 1#1ocND � ( ^ � ( � ( ( � #2 15oN 1 2" 3#1/0 1#1/0 1#6 175 1 2" 3#2/0 - 1#6 � I I III 30KVA F I I I I x I I x I I x I I x izov of �( of of of 175N 1 2-1/2" 3#2/0 1#2/0 1#6 J LJ �� LJ x ^ XFMR LJ LJ LJ LJ �� LJ 200 1 2" 3#3/0 - 1#6 4 PANEL A PANEL A PANEL AA PANEL AA 50KVA XFMR PANEL PANEL PANEL PANEL 30KVA XFMR PANEL PANEL 30KVA XFMR PANEL PANEL 30KVA XFMR PANEL PANEL 300N - f n n n 200N 1 2-1/2" 3#3/0 1#3/0 1#6 SEC 2 SEC 1 SEC 2 SEC 1 480V-208Y/120V HA M ZA2 XE 480V-208Y/120V EXL X 480V-208Y/120V XL HXD 480V-20SY/120V XD GN2A 112 5KVA XFMR N1 225 1 2-1/2" 3#4/0 - 1#4 225A 225A 225A 225A 3�8Y 225A 400A 3�,4W 100A 3�,4W 100A 100A 3�,4W 100A 300A DIST PNL Y48 J 3,962 3,962 5,244 5,244 9,140 x 19,503 12,415 5,033 1,280 1,479 5,931 34,4W 480Y/200A 250N 1 2 3/2" 3#250kcml 1#4/0 1#4 Q O O O O O O O DA 480V-208Y 120V 30 4W 225N 1 2-1/2' 3#4/0 1,442 13,680 it 1#250kcmil 1#4 400N 300 1 3" 3#350kcmil - 1#4 L ( 1-1/4"C,4#6,A 300N 1 3" 3#350kcmil 1#350kcmil 1#4 w (n CONDUIT GND 10,754 Q (Qo EXISTING 3"C.(3#500 KCMIL 350 1 3-1/2" 3#500kcmil - 1#3 O 1#2 AWG NEUT,1#2 AWG GND) 350N 1 3-1/2" 3#500kcmil 1#500kcmil 1#3 Q PANEL J 400 2 2 3#3/0 - 1#3 NEW#3 AWG EMT(4#350 KCMIL 400N 2 2-1/2" 3#3/0 1#3/0 1#3 (rD�1 m ATS YA (2)2-1/2"C,4#3/0 ML 1#3 AWG GND) 100A/SOAP V 21,688 ATS ZA & 1#1/0 GND 450 2 2-1/2' 3#4/0 - 1#2 LI..I d M CRITICAL BRANCH EQUIPMENT BRANCH 1,831 5,070 / / 400N r 450N 2 2-1/2" 3#4/0 1#4/0 1#2 J 4 N 480Y ,3-P 4W ATS XA a 500 2 2-1/2" 3#250kcmil - 1#2 E rn 480 277V,30,4W o 50 100N m 400A, 3-POLE SOOA,3-POLE < 250N BRANCH m il ( 600 2 3" 3#350kcmil - 1#1 LI..I o LIFE SAFETY 500N 2 2-1/2" 3#250kcmil 1#250kcmil 1#2 400N z 1,662 N 70A/3P O x �O 600N 2 3" 3#350kcmil 1#350kcmil 1#1 z w o-^ o c ^� 22,839 480Y 3¢73W 3/4 C-4#6 700 2 3-1/2" 3#500kcmil - 1#1/0 z Q =N FJ PANEL 5,954 PANEL HD 30KVA XFMR PANEL D SOO70ON 3 3 3/2 3#300kcmll 1#500kcmil ' '/O U Q N 480V-208Y/120V 100A U r 3 Y4AT 13,788 3�4W BOON 3 3" 3#300kcmil 1#300kcmil 1#1/0 U) o 0 400A 100N 1000 3 3" 3#400kcmil - 1#2/0 Q N rn 20,800 1000N 3 3-1/2" 3#400kc mil 1#400kcmil 1#2/0 U U M ` O (2)3-1/2"C. 150N 1200 3 4" 3#600kcmil 1#4/0 "1 a 4#500MCM, 70N 120ON 3 4" 3#600kcm11 1#600kcmil 1#4/0 1#1/0 GND 1-1/4"C,4#6,CONDUIT GND 150ON 4 4" 3#500kcmil 1#500kcmil 1#4/0 J 2"C,4#1 & n 1600 4 4" 3#600kcm11 1#4/0 1#1/0 GND n n 0 1600N 4 4" 3#600kc mil 1#fi00kcmil 1#4/0 2000 6 4" 3#400kcm11 - 1#250kcmil /4"C-4#1 21,686 PANEL Fe Is 200ON 6 4" 3#400kcmil 1#400kcmil 1#25okcmil waSgj�A� Q,lb R. DID, ZA 2500 7 4" 3#500kcmil - 1#350kcmil V1N,°F 1-1 800A 1-1/4"C-4#4,1#4GN Ibb 2500N 7 4" 3#500kcmil 1#500kcmil 1#3501,cm11 3000 8 4" 3#SOOkc mil - 1#400kcmil 2 rfi 400N 800A IBDGAF 3000N 8 4" 3#500kcmil 1#500kcmil 1#4001,=11 q rn B-5 - (2)3-1/2"C-4#500MCM, (2)3-1/2"C-4#500MCM NOTES: y0 R 447944 2-1/2"C,4#4/0,1#40N 1#1/0 GND 1#1/0 GND �45�ISTGn" 1. FEEDER SCHEDULE IS BASED ON COPPER CONDUCTORS SIONAL (2)3-1/2"C-4#500MCM,1#1/0 GND 250 175 WITH THWN/THHN INSULATION. CONDUCTOR BERATING 6 IS BASED ON THWN/THHN CONDUCTORS WITH 90 DEGREES C RATING. o -4 0 4 o F o 0 0 0 ,r�i o 2. GROUND CONDUCTOR(BONDING JUMPER)SHALL BE INVESTIGATION BY: DRAWN BY: of N( of n( of n( of of 1 of N( n( of INCREASED FOR FEEDERS FROM THE SOURCE OF A BD BD SEPERATELY DERIVED SYSTEM TO THE 1ST DISCONNECTING _ MEANS PER NEC 250.30(A). DATE: APPROVED BY: ESN GF{ o GF{ a o GF SWITCHBOARD 87MSB 2 7 25 BID G 1600A BUS 480Y/277V,3�.4W G / / =E 1600A SCALE: FILE NAME: 50OKW GENERATOR AS Noted E6.2 SECTION 1 SECTION 2 ki 1200N 23,788_ 480Y/277V,3�,4W PROJECT N. 2396 $ TO MSB,SEE E6.1 Ew SHEET TITLE: Power System Riser Diagram 7 BASEMENT 9m ELECTRICAL - EXISTING POWER SYSTEM RISER DIAGRAM,Sl BLOG NO SCALE NOTEEEO NOTE:ALLALL CAEILES A�COFFER 1.5 LE65 LIISS�'coD OIHEGT� 1 DEVICES ARE EX16TINC. ��M�NA SHEE 1{J1.18 E�. E n� E6.2 e A B C D E F G H I EXISTING MAIN SWITCHBOARD MSB EXISTING 87 ENGINE-GENERATOR SETT-t VOLTAGE 480Y277V,3 PH,4 W FEEDER/BRANCH CIRCUIT DEVICES' ELECTRICAL LOAD CONIN LOAD A DEMAND DEMAND VOLTAGE: 480Y/277V,3PH,4W CONTROLS'. ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND �I TYPE'. SWITCHBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA RATING. 500 KW,625 KVA RUN-STOP-REMOTE SWITCH CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA ENCLOSURE. NEMA1 FULL All RATING: 35,000A Lighting 0.0 0.0 1.25 0.0 TYPE'. DIESEL COOLANTTEMP.GAUGE Lighting 13795.0 0.0 13795.0 1.00 13795.l l0."(D MOUNTING. SURFACE/FLOOR SERIES All RATING: NONE Gen.Purpose Outlets(First 10 KVA) 0.0 0.0 1.00 0.0 FIELD CIRCUIT BREAKER Gen.Purpose Outlets(Firsl10KVA) 0.0 0.0 0.0 100 0.0 NN .� Gen.Purpose Outlets(Remainder) 0.0 0.0 0.50 0.0 ENCLOSURE'. OUTDOOR WEATHERPROOF DC VOLTMETER Gen.Purpose Outlets(Remainder) 0.0 0.0 0.0 0.50 0.0 )i1 i� BUSSING:MANUFACTURER'S STANDAR SPECIAL PROVISIONS: Special PnrPOse Outlets 0.0 0.0 1.00 0.0 SKID MOUNTED RUNNING TIME METER Special Puryose Outlets 0.0 0.0 0.0 1.00 0.0 r, N Up Ln CONTINUOUS RATING3000 A Mechanical Equipment 00 00 100 00 SOUND ATTE NUATED OIL PRESSURE GAUGE Mechanical Equipment 00 00 00 0.80 0.0 FULLAICRATING. 35,000A EX.MASTER NAMEPLATE Kitchen Equipment&Appliances 0.0 0.0 0.65 0.0 FAULT RESET SWITCH Kitchen Equipment&Appliances 00 00 00 100 00 SERIES AIC RATING. NONE Miscellaneous 57500.0 57500.0 1.00 57500.0 HEATER: ENGINE COOLANT H20V) CYCLECRANKING Miscellaneous 3450.0 57500.0 60950.0 0.80 48760.0 1� L?� EX.GROUND BAR 25%Largest Motor 10756.0 ENGINE FAULT&PRE-FAULT F-1 L O O MAIN'. LUGS ONLY FUELTANK: SUB-BASE,DOUBLE WALL INDICATION PER NFPA 110 0 (O to LOCATION LEFTSECTION SUITABLE FOR USE AS SERVICE Peak Demandper PUD 966888.9 958888.9 1.25 1211111.1 8000 GALLONS r Ind C M M ENTRANCE EQUIPMENT B' History=872 KW 0.9 P.F. FUEL GAUGE MAIN CIRCUIT BREAKER: 0 0-0vv TOTALLOAD 968888.9 57500.0 1026388.9 1279367.1 800A,3POLE Daduct50%ofChiller Load -602754 -602754 100 fi02754 4 O 0 TOTALAMPS 1165.4 69.2 1234.6 1538.8 (Be.Note 3 Below) N J Vl Q CIRCUIT BREAKER SUITABLE FOR ATS ZA Existing Peak Demand Load: 1164250 116425.0 1.25 145531.3 MAIN SECTIONS(LEFT) USE AS SERVICE EQUIPMENT. (Be.Note 2 Below) m fy ATS YA Existing Peak Demand Load: 73455.6 ]3455.6 1.25 91819.4 REMOTE ALARM ANNUNCIATOR See Nate 1 Below BUSSED PULL SECTION TOTAL LOAD 2071256 -27754 204350.2 239630.3 TOTAL AMPS 249A -33 245.8 288.2 C T.COMPARTMENT EXISTING GENERATOR DISCONNECT SWITCH(ESSENTIAL ELECTRICAL SYSTEM) (PER PUGETSOUND ENERGYREQUIREMENTS) VOLTAGE: 480Y/277V,3 PH,4 W SPECAL PROVISIONS: ELECTRICAL LOAD CONN.LOAD(VA) DEMAND DEMAND SWITCH TYPE:HEAVY DUTY,FUSIBLE CALCULATION EXIST. NEW TOTAL FACTOR LOAD VA 2 FUSES TYPE: DUAL ELEMENT,CLASS RKS NAMEPLATE Lighting 137950 00 137950 125 172438 MAIN BREAKER SECTION(CENTER) Gen.Purpose Outlets(First 10 KVA) 0.0 0.0 0.0 1.00 0.0 Z CONN. FEEDEWBRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDEWBRANCH CIRCUIT CONN. ENCLOSURE. NEMAI GROUND BAR Gen.Purpose Outlets(Remainder) 0.0 0.0 0.0 0.50 0.0 LOAD A DESCRIPTION NO1E AMP/P NO PHASE NO AMP/P DESCRIPTION -E LOAD VA MOUNTING'. SURFACE Special Puryose Outlets 0.0 0.0 0.0 1.00 0.0 d 1888513 MAIN SWTCHBOARD 87MSB GFI 1201 1 A 2 200013 MAIN SWTCHBOARD MSB DISTSECTION GFI 4]72479 Mechanical Equipment 0.0 0.0 0.0 1.00 0.0 Ll tr SWITCH RATING: III Kitchen Eq uipment&Appliances 00 00 00 100 0.0 O 1888513 B 4725049 FUSES RATING: 800A Miscellaneous 34500 575000 609500 100 60950.0 U 0 FULL AIC RATING: 42,000 A 25%Largest Motor 10756.0 186851.3 1C1 1 1 466696.9 SERIES AIC RATING: NONE mowN/ DISTRIBUTION SECTION(LEFT) Daduct50%ofChiller Loatl -60275.4 -60275.4 1.00 60275.4 LL CONN. FEEDER/BRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDER]RANCH CIRCUIT CONN. (See Note 3Below) LOAD VA DESCRIPTION °iE AMP/P NO PHASE NO AMP" DESCRIPTION •e LOAD VA ATS ZA Existing Peak Demand Load: 116425.0 116425.0 1.25 145531.3 Ui 0.0 SURGEARRESTOR 30/3 1 A 2 110/3 H-1 23105.6 (See Note 2 Below) 0.0 B 23105.6 ATS YA Existing Peak Demand Load. 73455.6 73455.6 1.25 91819.4 0 0 C 23105 6 See Note 1 Below 4916.0 PANEL2N4A 125/3 3 A 4 125/3 PANEL iN4A 4334.0 TOTAL LOAD 2071256 -2775.4 2043502 266025.1 4351.0 B 4233.0 TOTAL AMPS 249.1 33 2456 3200 G 3456.0 C 4146.0 OD SPACE FOR FUTURE USE(MINIMUM 22513 BREAKER) 5 A 6 SPACE FOR FUTURE USE(MINIMUM 2250 BREAKER) 00 0.0 B 0.0 NOTES: 0.0 C 0.0 (1) ATS YA PEAK VA LOAD AS RECORDED BY THE OWNER USING A 30 DAY DEMAND METER,FROM DECEMBER 3,2024 THROUGH JANUARY 17,2025. 0.0 SPACE FOR FUTURE USE(MINIMUM 225/3 BREAKER) 7 A 8 SPACE FOR FUTURE USE(MINIMUM 225/3 BREAKER) 0.0 METE R RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kW LOAD OF 66A 10 kWOCCURRED ON JANUARY13,2025.66.110kWAT.9PF=73.455kVA. Z 3 0.0 B 0.0 (2) ATS ZA PEAK VA LOAD AS RECORDED BY THE OWNER USING A 30 DAY DEMAND METER,FROM DECEMBER 3,2024 THROUGH JANUARY 17,2025. 001 C 00 METER RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kW LOAD OF 116.425 kVA OCCURRED ON DECEMBER 12,2024. 25430.0 PANEL1N4M 225/3 9 A 10 225/3 DIST.PANEL XDP 7610.0 (3) CHILLER CH-1 G.031S LIMITED BYCONTROLS TO 50%OUTPUT WHEN ON GENERATOR POWER.THE FULL LOAD OF THE CHILLER IS INCLUDED IN THE 25430.0 B VIA ATSX 5090.0 EQUIPMENT CATEGORYAND 50%IS DEDUCTED AS A SEPARATELINE. 25430.0 C 3670.0 695823 CHILLER CH-2R01 350M 11 A 12 350/3 SPARE 00 SiCdui Rp o....l LT�nI`� 69582.3(REPLACES EXISTING CHILLER CFN(B)) B (FORMERLYCHILLERCH-2(B)) 0.0 _.b 1 egi 1111QgH alth 91,51.3 c 7.9 EXISTING AUTOMATIC TRANSFER SWITCH ZA EQUIPMENT BRANCH 91181.0 DIST PANEL NDP 450/3 13 A 14 500l3 DIST.PANELZiDP 94307.9 ( ) 90524.0 VIAXFMRNDP B VIA ATS ZI 94307.9 VOLTAGE: 4BOY/277V,3 PH,4W METERS MOUNTED): ELECTRICALLOAD CONN.LOAD A DEMAND DEMAND 95683.0 C g4307.9 RATING: 800 AMPS,3 POLE,4 WIRE VOLTMETER CALCULATION EXIST. NEW TOTAL FACTOR LOAD(VA) 554690 DIST.PANELYDP 600/3 15 A 16 500/3 DIST PANELZ2DP 1008323 APPLICATION:UTILIIYTOGENERATOR AMMETER Lighting 0.0 0.0 1.25 0.0 55049.0 VIAATSY B VIA ATS Z2 100832.3 FREQUENCYMETER Gen.Purpose Outlets(First 10 KVA) 0.0 O.0 1.00 0.0 46484.0 C 1 100832.3 ENCLOSURE. NEMA1 PHASE SELECTOR SWITCH Gen.Purpose Outlets(Remainder) 0.0 0.0 0.50 0.0 Pulp...SURFACE Special Puose Outlets 0.0 0.0 1.00 0.0 STATUS INDICATORS Mechanical Equipment 0.0 0.0 1.00 0.0 EXERCISER CLOCK SOUR CEI OK Kitchen Equipment&Appliances 00 00 100 00 BATTERYCHARGER SOURCE 2OK Miscellaneous 575000 575000 100 575000 EXISTING SWITCHBOARD 87MSB MASTER NAMEPLATE GENERATOR SET SIGNAL 25%Largest Motor 10756.0 VOLTAGE: 480Y/277V,3 PH,4W FEEDER/BRANCH CIRCUIT DEVICES: ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND T RANSFERTIMING TYPE. SIEMENS SWITCHBOARD BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. I NEW I TOTAL FACTOR LOAD VA TRANS FERCOMPLETE Existing Peak Demantl Load: _4 116425.0 1.25 145531.3 ENCLOSURE. NEMA1 FULL AIC RATING. 35,000A Lighting 0.0 0.0 1.25 0.0 RETRANSFER TIMING See Note l Below MOUNTING'. SURFACE/FLOOR SERIES AIC RATING: NONE Gen.Purpose Outlets(Find 10 KVA) 0.0 0.0 1.00 0.0 TIMING FOR STOP TOTAL LOAD 575000 1739250 213787.3 4 Gen.Purpose Outlets(Remainder) 0.0 0.0 0.50 0.0 TOTAL AMPS 69.2 2092. 257.1 BUSSING:MANUFACTURER'SSTANDAR SPECAL PROVISIONS: Special Puryose Outlets 00 00 100 00 J HORIZON TA L RATING:1600 A Mechanical Equipment 0.0 0.0 1.00 0.0 VERTICAL RATING: 800A MASTER NAMEPLATE Kitchen Eq uipment&Appliances 0.0 0.0 0.65 0.0 Q FULLAIC RATING 35,000A Miscallaneons 57500.0 57500.0 1.00 57500.0 EXISTING PANEL ZA(EQUIPMENT BRANCH) � SERIESAICRATING: NONE GROUND BAR 25%Largest Motor 10756.0 VOLTAGE. 480Y/277V,3PH,4W FEED RIB NCH CIRCUIT DEVICES. ELECTRICAL LOAD CONN.LOAD A DEMAND DEMAND W 0- TYPE'. SQUAREDI-LINE BOLT-ON CIRCUIT BREAKERS CALCULATION EXIST. NEW TOTAL FACTOR LOAD(VA) Ui rrnn Existing Peak Demand Load: 4024430 4024430 125 5030538 PANELBOARD FULLAIC RATING: 14 000 A Lighting 00 00 125 0.0 Q vJ MAIN'. LUGS ONLY (Be.Note l Below) ENCLOSURE'. NEMA1 SERIES AIC RATING: 65000A Gen.Purpose Outlets(First 10 KVA) 00 00 100 00 O LOCATION LEFTSECTION TOTALLOAD 402443.0 57500.0 459943.0 571309.8 MOUNTING'. SURFACE Gen.Purpose Cutlets(Remainder) 0.0 0.0 0.50 0.0 TOTAL AMPS 4.1 69.2 553.2 687.2 SPECIAL PROVISIONS: Special Purpose Outlets 0.0 0.0 1.00 0.0 lrn 2 BUSSING:MANUFACTURER'-STANDARD Mechanical Equipment 0.0 0.0 1.00 0.0 V DISTRIBUTION SECTON(LEFT) CONTINUOUS RATING.800 A MASTS RNAMEPLATE Kitchen Eq uipment&Appliances 00 00 100 0.0 w m M CONN. FEEDERIBRANCH CIRCUIT BKR CKT BUS CKT BKR FEEDERIBRANCH CIRCUIT CONN. FULLAIC RATING. 65,000A Miscellaneous 575000 575000 100 57500.0 LOAD A DESCRIPTION n AMP/P NO PHASE NO AMPIP DESCRIPTION Ts LOAD VA SERIES AIC RATING: NONE GROUND BAR 25%Largest Motor 10756.0 J Q N 188208.0 PANEL ZA GFI 800/3 1 A N y no MAIN'. LUGS ONLY Existing Peak Demand Load: 116425.0 116425.0 1,25 145531.3 10� "E 188358.0 (VA Uj ATS-ZA) B LOCATION: TOP See Note Below) LLI o 188746.0 C TOTAL LOAD 116425.0 57500.0 173925.0 213787.3 z TOTAL AMPS 140.0 69.2 209.2 257.1 UJ o DISTRIBUTION SECTION(CENTER) I Z Q =N CONN. FEEDER/BRA NCH CIRCUIT BKR CKT BUS CRT BKR FEEDER/BRANCH CIRCUIT CONN. CONN. FEEDER/BRA NCHCIRCUIT BKR CKT BUS CKT BKR FEEDERIBRANCH CIRCUIT CONN. Q Q N 3 5 LOAD(VA) DESCRIPTION AMPIP NO (PHASE) NO AMPIP DESCRIPTION E LOAD(VA LOAD(VA) DESCRIPTION AMP/P NO HAS NO AMP/P DESCRIPTION E LOAD(VA) U r 1 0.0 SPARE E 100/3 1 A 2 BOl3 HUMIDIFIER-AHU-1.G.04 wT 16666.] '�nn rVrnn 00 B 166667 MAIN LUGS v/ UJ (A 00 C 166667 Q 0.0 SPARE 225/3 3 A 4 SPACE FORFUTURE USE(MINIMUM 225/3 BREAKER) 0.0 10623.2 HRU-I-ROOFTOP 8013 1 A 2 40013 PANELXE 71168.0 U U M Q 0.0 B 0.0 10623.2 3 B 4 71318.0 0.0 C 0.0 10623.2 5 C 6 71706.0 0.0 SPARE 250/3 5 A 6 2500 BOILER#5 52:66.7 4212,3 VACUUM PUMP VP-I-MECH ROOM 45/3 7 A 8 0.0 00 B 52666.7 42123 9 B 10 30/3 SPARE 0.0 00 1 1 C 1 1 52666.7 42123 1 11 C 12 0.0 0.0 SPARE 30013 7 A 8 400/3 PANEL Y4A 107535.5 191667 CTSCAN (2) 12513 13 A 14 00 0.0 B (VIA ATS-YA) 108058.5 191667 15 B 16 250G PANEL He 18230 0.0 C 104451.5 19166.7 1 17 C 18 1 1823.0 0.0 SECTION 2 MAIN BREAKER GFI BOOB A 42705.4 PANEL ZA2-BASEMENT MECHANICAL ROOM 300/3 19 A 20 1823.0 yN. v XAS 116j,. 42705.4 21 B 22 175/3 CHILLERCH-1.G.03 38509.3 ,YVF CMG 0.0 B 427054 23 C 24 38509 0.0 C 00 SPARE 20/1 1 25 1 A 1 26 1 1385093 0.0 SPARE 2011 27 B 28 20/1 SPARE 0.0 DISTRIBUTION SECTION(RIGHT) 0.0 SPARE 2011 29 C 30 20/1 SPARE 0.0 S]g 1r CONN. FEEDER/BRANCHCIRCUIT BKR CKT BUS CRT BKR FEEDER/BRANCHCIRCUIT CONN. 0.0 SPARE 20/1 31 A 32 20/1 SPARE 0.0 LOAD(VA) DESCRIPTION 'E AMP/P NO (PHASE) NO AMP/P DESCRIPTION wTE LOAD(VA) 0.0 SPARE 2011 33 B 34 20/1 SPARE 0.0 o��s'SONALGti 6333.3 LOBBYHVAC 50/3 1 A 2 SPACE FOR FUTURE USE(MINIMUM 125/3 BREAKER) 0.0 0.0 SPARE 2011 35 C 36 20/1 SPARE 0.0 83333 B 0.0 0.0 SPARE 2011 37 A 38 2011 SPARE 0.0 6 83333 C 0.0 00 SPARE 2011 39 B 40 2011 SPARE 00 87168 PANELHD 100/3 3 A 4 70/3 PANELX 6810.0 OD SPARE 2011 41 C 42 2011 SPARE 00 81768 B (VIA ATS-XA) 7035.0 7438.8 C 3400.0 NOTES: INVESTIGATION BY: DRAWN BY: 19160.0 PANEL12NA 175,G 5 A 6 225/3 MRI 10000.0 (1) ATS ZA PEAK VA LOAD AS RECORDED BYTHE OWNER USINGA 30 DAYDEMAND METER,FROM DECEMBER 3,2024 THROUGH JANUARY 17,2025. BD BD 19580.0 (VIA XFMR Ni) B 10000.0 METER RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kW LOAD OF 116425 kVA OCCURRED ON DECEMBER 12,2024. 18260.0 C 10000.0 DATE: APPROVED BY: 0.0 SPARE 400/3 7 A 8 400/3 PANEL M(BOILER#4) 52:66.7 (2) MODIFIED EXISTING CIRCUIT ON EXISTING CIRCUIT BREAKER. bu 00 (TOROOM 014) B 526667 (3) ALLOTHERCIRCUITS ARE EXISTING TO REMAIN. 00 C 526667 2/7/25 BD '^ =E 0.0 SECTION 3 MAIN BREAKER OF 800/3 A tl SCALE: FILE NAME: 0.0 1 B As Noted E6.3 ks 0.0 1c PROJECT No: 2396 $p NOTES: (1) PEAK VA LOAD AS RECORDED BY THE OWNER USING A 30 DAY DEMAND METER,FROM MAY27,2020 THROUGH AUGUST 4,2020. SHEET TITLE: 3W METER RECORDS 15 MINUTE AVERAGE DEMAND.PEAK kVA LOAD OF 402443 kVA OCCURRED ON JUNE 23,2020. k Electrical - Panel Schedules 7 a sHee-HJI UE- �€ 2 E6.3 g e z ENVIRONMENTAL CONDITIONS EQUIPMENT LEGEND ARCHITECTURAL NOTES O NOTE:THE UPS IS SUPPLIED AND DELIVERED TO THIS SET OF FINAL DRAWINGS IS REFLECTIVE OF THE LATEST SALES CONFIGURATION. AIR TEMPERATURE MINIMUM 64.4'F TO 86'F MAXIMUM NO DESCRIPTION SMS WEIGHT BTU/HR DIMENSIONS (INCHES) REMARKS 1)ALL PRELIMINARY EQUIPMENT LAYOUTS SUBMITTED BY SIEMENS CUSTOMER'S LOADING DOCK BY S, EMENS. ANY CHANGES TO THIS SALES CONFIGURATION MAY REQUIRE A REVISION TO THIS SYM LBS TO AIR W D H HEALTHCARE ARE BASED ON THE RECOMMENDED SPACE NECESSARY FOR CUSTOMER'S ELECTRICIAN IS RESPONSIBLE FOR PROJECT PLAN. IF REQUESTED, SIEMENS WILL PRODUCE A REVISED SET OF FINAL RELATIVE HUMIDITY 20% TO 75% ( ) THE OPERATION AND SERVICEABILITY OF THE EQUIPMENT BEING MOVING FROM LOADING DOCK TO FINAL LOCATION DRAWINGS TO REFLECT THE CHANGES, HOWEVER SIEMENS IS NOT RESPONSIBLE FOR 1 23"FLAT SCREEN WITH DUAL MONITORS,KEYBOARD AND 20 --- 22 1/2 9 1/4 19 3/8 PROPOSED. SIEMENS WILL NOT SUBMIT AN EQUIPMENT LAYOUT THAT IS r AND COMPLETING ALL CONNECTIONS. SIEMENS ANY CONSTRUCTION COSTS ASSOCIATED WITH THE CHANGES THAT OCCUR FROM THIS MAXIMUM 30 G/M3 CONTROL DEVICE NOT IN THE BEST INTEREST OF BOTH THE CUSTOMER AND SIEMENS. PLAN MODIFICATION. ABSOLUTE HUMIDITY ALL EQUIPMENT LAYOUTS ARE BASED EITHER ON AN ACTUAL SITE PROJECT MANAGER WILL SCHEDULE UPS STARTUP (NO CONDENSATION AT ANY TIME) 2 SOMATOM GO.TOP GANTRY © 2,855 24,226 87 1/8 32 3/4 73 1/8 SURVEY OR ARCHITECTURAL DRAWINGS SUPPLIED TO SIEMENS. SIEMENS 1 PRIOR TO DELIVERY OF SIEMENS IMAGING EQUIPMENT. WILL NOT BE RESPONSIBLE FOR ANY ALTERATIONS THAT ENCROACH I THE UPS IS SUPPLIED BY SIEMENS.THE UPS WILL TEMPERATURE GRADIENT MAXIMUM 6 KELVIN PER HOUR 3 PATIENT TABLE-VARIO 2 ® 780 1,024 99 13/16 27 3/8 21 13/16 307kg,MAX.HEIGHT 38" WITHIN DESIGNATED SAFETY AND SERVICE CLEARANCE ZONES AS V NEED TO BE LOCATED OUTSIDE THE SCANNER ROOM. INDICATED ON DRAWINGS I.E.. PIPE CHASES,VENTILATION DUCTS, BAROMETRIC PRESSURE 11.6 TO 15.4 PSI 4 WIRELESS ACCESS POINT ® 2.5 --- --- --- --- HEIGHT OFF FF: > 6'-6 16'-0 1 2" 3 4" CASEWORK,AND SOFFITS, ETC.) MADE BY THE CUSTOMER OR REQUIRED / BY CUSTOMER'S ARCHITECTURAL FIRM ONCE PRELIMINARY DRAWINGS J INSTALLATION ALTITUDE MAXIMUM 6562 FT. A.S.L 5 CARE VISION SINGLE MONITOR F1 95 --- --- --- --- CEILING MOUNTED HAVE BEEN SUBMITTED AND APPROVED. DO NOT ALTER ANY C-11" 6 EATON 93PM UPS WITH BATTERY-100kW&MAINTENANCE ® 4,470 11,402 64 1/4 44 1/4 74 SEE MFG REQUIREMENTS SPECIFICATIONS AND/OR DIMENSIONS WITHOUT CONTACTING AND EXTERIOR AIR VENTS SHOULD BE EQUIPPED WITH A FILTRATION BYPASS RECEIVING WRITTEN CONFIRMATION FROM SIEMENS PROJECT MANAGER. SAFETY SYSTEM OF THE FILTER CLASS MERV 8 TO FILTER DUST 2) SIEMENS HEALTHCARE IS NOT AN ARCHITECTURAL OR ENGINEERING SERVICE FIRM. DRAWINGS SUPPLIED BY SIEMENS ARE NOT CONSTRUCTION 6 CLEARANCE CLEARANCE PARTICLES >10 Nm. DRAWINGS.THEREFORE,THESE DRAWINGS ARE TO BE USED ONLY FOR THE ROOM AIR SHOULD BE PROTECTED AGAINST CONTAMINATION INFORMATION TO COMPLEMENT ACTUAL CONSTRUCTION DRAWINGS CT 1334 BY HYDROGEN SULPHIDE, EVEN IN SMALL AMOUNTS. IF A AVAILABLE FROM A CUSTOMER APPOINTED ARCHITECTURAL DANGER OF SUCH CONTAMINATION EXISTS, CORRECTIVE ACTIONS REPRESENTATIVE OR A CUSTOMER'S ENGINEERING DESIGN GROUP.THE HAVE TO BE TAKEN. E.G., EXTRACTOR FANS, SIPHON, CUSTOMER'S ARCHITECT AND GENERAL CONTRACTOR SHALL BE SERVICE C-��` STABLE MODIFICATION OF VENTILATION INTAKE, ETC. TRANSPORT AND DELIVERY NOTES ULTIMATELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE CODES L CLEARANCE N MOVEMENT AND PROFESSIONAL DESIGN REQUIREMENTS INCLUDING OSHA/NEC NO SUNSHINE DIRECTLY ON GANTRY, INSULATION HAS TO BE TOTAL GANTRY TRANSPORT WEIGHT: 3,272 LBS. SAFETY CLEARANCE REQUIREMENTS IN ADDITION TO SIEMENS-REQUIRED GANTRY `� �- APPLIED TO WINDOW (EX. CURTAIN) SAFETY/SERVICE CLEARANCES SHOWN. TILT GANTRY WITHOUT TRANSPORT DEVICE: 2,855 LBS. 3)THE CUSTOMER IS RESPONSIBLE FOR ALL ROOM AND AREA CASEWORK 1 \ TRANSPORT DEVICE: 417 LBS. PREPARATION COSTS, PROFESSIONAL FEES, PERMITS, REPORTS,AND SHOWN FOR �� ,`� INSPECTION FEES. auRaosEs \ NORMAL TRANSPORT REQUIREMENTS: NARROW SPACE TRANSPORT REQUIREMENTS: 4) EQUIPMENT WARRANTIES, EXPRESSED OR IMPLIED ON THE PART OF z ONLY ` SIEMENS SHALL BE CONTINGENT UPON STRICT COMPLIANCE WITH THE `� _ DURING THE MOVEMENT OF THE GANTRY THROUGH CORRIDORS WHEN TRANSPORTING THE GANTRY THROUGH A NARROW SPACE OR ARCHITECTURAL, STRUCTURAL, ELECTRICAL, MECHANICAL AND _ _ PLANNING REQUIREMENTS THE TRANSPORT CASTERS ARE SWIVELED OUT FOR STABILITY AS DOORWAY THE TRANSPORT CASTERS ARE SWIVELED IN AS SHOWN RECOMMENDATIONS AND REQUIREMENTS CONTAINED IN THESE DRAWINGS, O 2 - _ SHOWN BELOW. THE MAXIMUM WIDTH IS 6'-1 3/4" AND THE BELOW. THE MAXIMUM WIDTH IS 3'-5"AND THE MAXIMUM LENGTH UNLESS SPECIFIED OTHERWISE. MAXIMUM LENGTH IS 9'-0 1/4" WHEN CASTERS ARE SWIVELED IS 11'-3 3/4". 5)ALL DIMENSIONS SHOWN ARE FROM FINISHED SURFACES UNLESS { EMERGENCY POWER OFF(EPO) BUTTONS ARE REQUIRED IN CONTROL / SPECIFIED OTHERWISE. �GANTR AREA AND AT LEAST ONE LOCATION IN EXAMINATION OR SCAN ROOM. OUT. 6)THIS DRAWING DOESNOT PROVIDE RADIATION SHIELDING ORIENTATION "( REQUIREMENTS FOR X-RAY AND ASSOCIATED EQUIPMENT.THE CUSTOMER POINT �' IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION 5 DOOR(SAFETY) SWITCHES ARE REQUIRED ON ALL DOORS ACCESSING PHYSICIST.ACTUAL PROTECTION REQUIREMENTS SHALL BE SPECIFIED BY THE EXAMINATION ROOM IN ACCORDANCE WITH LOCAL CODES. A REGISTERED RADIATION PHYSICIST AT CUSTOMER'S ENGAGEMENT AND TILT EXPENSE. RESPONSIBILITY FOR ALL INFORMATION AS TO THE ROOM (�( \ LOCATION, USE,AND NUMBER OF ANTICIPATED EXAMINATIONS TO BE 3 PERFORMED PER TIME PERIOD SHALL BE PROVIDED TO THE PHYSICIST B \ BY THE CUSTOMER. THE CUSTOMER SHALL FURTHER TAKE ALL RESPONSIBILITY IN THE COMMUNICATION AND COORDINATION OF ACTIVITIES OF THE RADIATION PHYSICIST AND THE ARCHITECTURAL a SERVICE 0 _0 0 0 REPRESENTATIVE. 0 CLEARANCE = j j 7) SIEMENS HEALTHCARE SHALL BE RESPONSIBLE FOR SIEMENS I CONTROL \ RADIATION SCATTER n L\ M EQUIPMENT INSTALLATION, CALIBRATION, CONNECTION AND INSTALLATION ROOM z ��/ z _z \�\ % z OF SIEMENS PROVIDED CABLES.THE CUSTOMER/ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TERMINATIONS OF CUSTOMER/ELECTRICAL - TABLE INCHES - CONTRACTOR-SUPPLIED CABLES TO SIEMENS EQUIPMENT. IN THE EVENT 4 MOVEMENT 78,7 .027.042 .048 .051 .OAS .041 .023 THAT SPECIFIC TRADE RULES OR LICENSE REQUIREMENTS PROHIBIT THIS, THE CUSTOMER SHALL INITIATE THE SERVICES OF APPROVED OTHER CONTRACTORS AND PAY FOR SELECTED,APPROVED PARTIES TO PERFORM 59.1 .012.061 .077 .092 .080 .062 .008 A THIS WORK WITH SUPERVISION PROVIDED BY SIEMENS. CALIBRATION SAFETY 9-0 1/4" 11`3 3/4"' WHEN ACCOMPLISHED OUTSIDE OF NORMAL INSTALLATION SEQUENCES CLEARANCE LOCATED AT LEAST DUE TO CONTRACTOR OR TRADE RULE ACTIONS OR REQUIREMENTS T-0 3/16" 39.4 .003 .017 .160 .213 .164 .020 .002 a SHALL BE SUPPORTED BY, CHARGED T0,AND ACCEPTED BY THE 8RI2N FROM 6 ,�31 .5�5 CUSTOMER AS AN ADDITIONAL INSTALLATION EXPENSE. STRETCHER SIZE (6'-5"X 2'-7")SHOWN ORIENTATION POINT 8)THE CUSTOMER SHALL COORDINATE WITH SIEMENS PROJECT MANAGER 0 IS FOR REFERENCE ONLY.VERIFICATION AND IN FRONT OF HEIGHT OF WINDOW TO BE NO COORDINATION BY CUSTOMER IS THE GANTRY 19.7 .002 .001 THE LOCATIONS AND TRAVEL OF ALL ANCILLARY EQUIPMENT TO BE COORDINATED WITH REQUIRED TO ENSURE PROPER CEILING OR WALL MOUNTED (I.E.: O.R. LIGHTS, MEDICAL GAS COLUMNS, COUNTERTOP/DESK HEIGHT. TRANSPORT AND WORKFLOW ACCESS. 0 .004 .002 PHYSIOLOGICAL MONITORING INJECTORS, CRT PLATFORMS, SPRINKLER HEADS,SMOKE DETECTORS, ELECTRICAL OUTLETS, HVAC GRILLES, SPEAKERS,AND GENERAL ROOM LIGHTING, ETC.). -19.7 .010.051 .453 840 1391 .052 .011 9)THE GENERAL CONTRACTOR/CUSTOMER SHALL BE RESPONSIBLE FOR ALL FINAL PAINT,TOUCH-UP AND ANY COSMETIC OR TRIM WORK WHICH NEEDS TO BE OR IS REQUIRED TO BE COMPLETED AFTER THE -39.4 .051 .104 .164 215 .161 .101 .050 INSTALLATION OF THE SIEMENS EQUIPMENT AND ANY ASSOCIATED ARCHITECTURAL EQUIPMENT PLAN 10) CUTAPPARATN$. 0) CUSTOMER/CONTRACTOR MUST ASSIST SIEMENS INSTALLERS WITH -59.1 .046 .063 .079 o91 .078 .061 .045 INSTALLATION OF EQUIPMENT ABOVE 14'-0". REFER TO THE ELECTRICAL SCALE: 1/4" = 1'-0" NOTES ON SIEMENS SHEET E-101 FOR MORE DETAILS. -78.7 .034 .040.046 L 050�'029 046 .039 .032 RADIATION SCATTER -9s.4 D24 .D27 .D3D .026 .023 z INCHES SOMATOM GO.TOP & GO.ALL Project ors,windows) o Completed Before Equipment Delivery Reference Sheet CASEWORK & ACCESSORY NOTES-11a1 .o1a .019 .ozo .021 .021 .019 .ov Lead shieldingwalls,doors,windows complete A-101/A-102 59.1 030 .013 .003 .006 .023 .010.046 .048 .034 .025 .019 .015 VERTICAL LOCAL DOSE DISTRIBUTION a ( ) P 1) ALL CASEWORK IS EITHER EXISTING OR Is TO BE DESIGNED, MEASUREMENT IN uGy/1 mAS SCALE 1/4"=1'-O" -137.8 .014 .015 .015 .015 .015 .014 .013 Climate control functioning 24 hours a day,7 days a week A-101 DETAILED, FURNISHED AND INSTALLED BY THE CUSTOMER AND/OR 39.4 045 .070 .025 .003 .046 .052.106 .065 .042 .029 .020 .015 Deliwry path aerified A-101 CONTRACTOR. FOLLOW DESIGN RECOMMENDATIONS INCLUDED HEREWITH, W THE MEASUREMENT WAS TAKEN AT THE MAXIMUM SLICE -59.1-39.4-19.7 0 19.7 39.4 59.1 INCHES AS THEY ARE ESSENTIAL FOR THE SUCCESSFUL INSTALLATION & Casework complete in exam and control rooms A-101 OPERATION OF THE SIEMENS EQUIPMENT. THICKNESS OF 64 x 0.6 mm LARGE AT 140 kV IN THE Floor leaelness verified and within specifications 5-101/S-501 19.7 052 .091 .186 .418.165 .081 .048 .030 .021 .015 2) THE SOUND SYSTEM AND INTERCOM BETWEEN THE EXAMINATION VERTICAL PLANE THROUGH THE SYSTEM AXIS. THE P C PHANTOM USED WAS A CYLINDRICAL PMMA PHANTOM WITH SOMATOM GO.TOP & GO.ALL AND CONTROL ROOMS ARE TO BE LOCATED, FURNISHED AND INSTALLED L O 051 .092 .213 S2 .021 .015 A DIAMETER OF 32 CM AND 15 CM IN LENGTH. THE MEASUREMENT IN uGy/1 mAs SCALE 1/4"=l'-O" Floor thickness verified and within specifications S-101/S-501 BY THE CUSTOMER/CONTRACTOR. All conduits,troll hS,and core drills are outside of the No Core Drill areas E-102/E-501 3) ALL FURNITURE (CHAIRS, ETC.) FOR THE CONTROL ROOM ARE TO PHANTOM WAS CENTERED IN THE TOMOGRAPHIC PLANE. 0 g BE PROVIDED BY THE CUSTOMER. THE MEASUREMENT WAS TAKEN AT THE MAXIMUM SLICE CareNSlon anchor late installed ifa applicable) S-102 -19.7 O50 .083 .156 .348 .002 .002 .002 .002 THICKNESS OF 64 x 0.6 mm LARGE AT 140 kV IN THE 0 P ( PP ) HORIZONTAL PLANE THROUGH THE SYSTEM AXIS. THE PHANTOM 0 Overhead injector support structure and plate installed(if applicable) S-102 USED WAS A CYLINDRICAL PMMA PHANTOM WITH A DIAMETER Ceiling height wrfied check min.height with options) S-102 -39.4 .3 OF 32 CM AND 15 CM IN LENGTH. THE PHANTOM WAS 0 g g ( g P ) / CENTERED IN THE TOMOGRAPHIC PLANE. 0 Cables runs checked to ensure maximum length is not exceeded E-101 STATE AGENCY REVIEW U -78.7-59.1-39.4-19.7 0 19.7 39.4 59.1 78.7 98.4 118.1 137.8 0 Cables inlets installed at locations per plans E-101/E-102 INCHES 0 Main panel and breakers installed E-101/E-102 O PRIOR TO SIEMENS EQUIPMENT INSTALLATION, APPROVAL OF 0 Contractor supplied electrical cabling and pigtails installed E-101/E-102 CONSTRUCTION OR STRUCTURAL MODIFICATIONS UTILIZING X-RAY FOR Contractor SU Iled EPOs installed and functionin DIAGNOSTIC OR THERAPEUTIC PURPOSES, MUST BE OBTAINED BY THE O PP ' 9 E-102/E-501 CUSTOMER FROM THE APPROPRIATE STATE AGENCY, IF APPLICABLE. 0 Contractor supplied X-Ray warning light and wiring installed E-102/E-501 O 0 Outdoor chiller unit and service switch installed(water/air option)(if applicable) M-101 0 Indoor chiller unit installed(water/air option)(if applicable) M-101 0 Water lines flushed and pressure tested(for hard-piping only)(if applicable) M-101 0 Additional fittings/adapters ordered for hard piping(water/air option)(if applicable) M-101 0 Vertical distance between indoor and outdoor unit\erified(water/air option)(if applicable) A-101 W 0 Extension cables installed for chiller if standard distance exceeded between indoor and outdoor units M-101 RESOURCE LIST (SMS USE ONLY) (water/air option)(if applicable) r 1 0 Facility water aerified to meet equipment requirements(Facility supplied water option)(if applicable) M-101 DESIGNATION PG NUMBER DATE U 0 Room lighting complete and functioning A-101 SOMATOM Go C2-081.891.01.18.02 10.23 0 All rooms containing Siemens equipment are clean and dust free A-101 COMMON CT CT00-000.891.04.23.02 10.23 f 0 lNetwork addresses obtained for Siemens Remote SeNces(SRS) A-102/E-501 COMMON CT OPTIONS CTOO-000.a91.Q3.56.02 07.24 L GD-TDP W REV 25 FINISHED ROOM HEIGHT TEL: (425) B77-6084MA"AGE-: YOUNG TEL: B4 VMAIL EXT: MIN FOR CT GANTRY ONLY IMUM SIEMENS 6'-10 11/16" EMAIL:JASON.K.YOUNGUSIEMENS-HEALTHINEERS.COM FOR CT GANTRY WITH INJECTOR ARM MINIMUM 7'-6 9/16" CAREVISION MONITOR/CEILING MOUNT SEE DETAIL ON S-102 SHEET CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 RESULT X PROSECUTION UNDER A- 101 W Q0 10/22/24 APPROVED BY CUSTOMER FOR FINALS FULL EXTENT E( THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -U IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. $YM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: ATTENTION AT THE TIME OF THEIR PREPARATION. SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR X-RAY AND ASSOCIATED 1 5 B. STAHL MODIFICATION,THFY ARE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION SCALE: REF. #: DATE: -THIS SEr OF PLANS REPRESENTS A COMPLETE SET OF DEFAIIS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. -ISSUE BLOCK- q8 NOTED CPO-1113605/4 10/22/24 z FLOOR SURFACE REQUIREMENTS STRUCTURAL NOTES O THE GANTRY AND PATIENT THE CONCRETE FLOOR MUST BE THE GANTRY AND PATIENT TABLE MUST BE INSTALLED ON TABLE ARE SUPPLIED AND LEVEL WITHIN 3/8" (10"') THE SAME PLANE. IT IS THE CUSTOMER'S RESPONSIBILITY TO 1)THE CUSTOMER/CONTRACTOR SHALL FURNISH AND INSTALL ALL INSTALLED BY SIEMENS. MAXIMUM DEVIATION IN THE AREA MEET FLOOR LEVELNESS SPECIFICATIONS AS OUTLINED IN STRUCTURAL SUPPORT MEMBERS AND NEEDED HARDWARE FOR THE AROUND THE BASE OF THE GANTRY THIS DETAIL.THE GANTRY AND PATIENT TABLE MUST BE INSTALLATION OF THE SIEMENS EQUIPMENT. AND THE BASE OF THE PATIENT PLACED DIRECTLY ON THE CONCRETE FLOOR. EXISTING FLOOR 2)THE OVERHEAD STRUCTURAL SUPPORT SYSTEM SHALL BE FIXED, TABLE. COVERING IN THE AREA OF THE INSTALLATION SUPPORT RIGID AND BRACED FOR SWAY. SURFACE AND ATTACHMENT POINTS OF THE GANTRY AND THE 3)ALL STRUCTURAL SUPPORT MEMBERS SHALL BE TRUE,SQUARE, -----T - NOTE: FOR THE WEIGHTS OF ALL SIEMENS EQUIPMENT SHOWN ON 6_�t•• 2'-7 3/4" 2'-7 7/8" ENTIRE FOOTPRINT AREA OF THE PATIENT TABLE BASE MUST LEVEL,PARALLEL AND COPLANAR WITH RESPECT TO EACH OTHER,WITH f 1 I I THIS PLAN, SEE THE "EQUIPMENT LEGEND"ON SHEET A-101. BE REMOVED AND REPLACED WITH SHIMS OF THE A HORIZONTAL STRUCTURAL SUPPORT MEMBER TO BE LOCATED AND SET U ORIENTATION APPROPRIATE THICKNESS.ANTI-STATIC FLOORING IS WITH A TRANSIT. 2'-8 3/4" 2'-5 3/4" 4)ALL STRUCTURAL SUPPORT DETAILS SHOWN ARE SAMPLE DETAILS I I POINT RECOMMENDED IN THE EXAMINATION ROOM.THE GANTRY AND 1 BASED UPON TYPICAL AND STANDARD BUILDING PRACTICES AND ARE NOT PATIENT TABLE RESTS ON ADJUSTABLE FEET AND ANY INTENDED AS ACTUAL CONSTRUCTION DETAILS.ALL CONSTRUCTION ^I F _ {- - - - LEVELING IS DONE WITH THE ADJUSTABLE FEET. DETAILS AND SUPPORT CALCULATIONS SHALL BE PREPARED BY A J PROFESSIONAL STRUCTURAL ENGINEER AT THE CUSTOMER'S EXPENSE. IN BOLTING REQUIREMENTS THE EVENT AN EXISTING SUPPORT SYSTEM IS TO BE USED,IT WILL BE - THE CUSTOMER'S RESPONSIBILITY TO VERIFY THE INTEGRITY OF THAT THE WEIGHT CAPACITY OF THE FLOOR MUST BE SYSTEM. EVALUATED BY A STRUCTURAL ENGINEER. BOLTING THE 5) MOUNTING PLATES,FRAMES,AND HARDWARE SUPPLIED BY SIEMENS GANTRY TO THE FLOOR IS ONLY NECESSARY WHEN LOCAL AS DEfALED IN THIS DRAWING SET ARE INSTALLED By SIEMENS UNLESS 2 OR NATIONAL REGULATIONS REQUIRE IT (EXAMPLE: OTHERWISE REQUIRED.ANY DEVIATION FROM THE PROVIDED MATERIALS EARTHQUAKE ZONES). BOLT THE GANTRY TO THE FLOOR OR MOUNTING METHODS MUST BE DESIGNED AND DOCUMENTED BY THE L ORIENTATION -� USING ANCHORS THROUGH THE ADJUSTABLE FEET. STRUCTURAL ENGINEER OF RECORD.ALTERNATE MOUNTING MATERIALS POINT MATERIALS FOR BOLTING MUST BE SUPPLIED ON-SITE. O.E.ANCHORS,THREADED ROD,BACKING PLATES,ETC.)MUST BE ,- 3 SUPPLIED BY THE CUSTOMER/CONTRACTOR.SIEMENS MAY REQUIRE _ THE PATIENT TABLE MUST ALWAYS BE BOLTED TO THE AS FROM THE CUSTOMER/CONTRACTOR WITH INSTALLATION WHEN FLOOR THROUGH THE ATTACHMENT POINTS IN THE TABLE UTILIZING ALTERNATE MOUNTING MATERIALS. 7 PEDESTAL. A DRILLING TEMPLATE AND ALL INSTALLATION 6)ALL,CEILING FIXTURES(LE.AIR LERSUP Hv GRILLES,AIR RETURN ^ I GRILLES,EXHAUST GRILLES,SPRINKLER HEADS, INCANDESCENT AND 2 MATERIALS ARE INCLUDED IN THE DELIVERY FOR STANDARD FLUORESCENT LIGHT FIXTURES, INTERCOM SPEAKERS, MEDICAL GAS SMS CEILING MOUNTED EQUIPMENT. 7 ANCHORING. MIN. CONCRETE THICKNESS 5 1/2". DRILL COLUMNS,ETC.)SHALL BE INSTALLED FLUSH MOUNTED WITH THE L " \+ AND TOOLS TO BE AVAILABLE ON-SITE. THE MINIMUM FINISHED CEILING TO PROVIDE FREE AND UNRESTRICTED TRAVEL OF THE + EXTRACTION FORCE OF 944 POUNDS PER ATTACHMENT O 7)THE BOTTOM SIDE OF THE UNISTRUT CEILING GRID AND ANY CEILING 1 POINT IS REQUIRED. MOUNTED SUPPORT PLATES ARE TO BE INSTALLED FLUSH WITH THE 5-tot FINISHED CEILING.THE CUSTOMER/CONTRACTOR SHALL ALSO PROVIDE �J SIR COVERSTRIPS FOR THE UNISTRUT. THE FOLLOWING APPROVED CHEMICAL ANCHORS MAY BE B)THE STRUCTURAL PLANNING AS SHOWN ON THE 1/4"STRUCTURAL 1 1 USED WHEN STANDARD ANCHORS ARE NOT POSSIBLE. TO PUN HAS BEEN coo-DwnreO wlrH THE EQUIPMENT LOCATION As / BE SUPPLIED BY THE CUSTOMER/CONTRACTOR: SHOWN ON THE 1/4"EQUIPMENT LAYOUT PUN. FOR THIS REASON,ANY U 1. HILTI INJECTABLE ADHESIVE ANCHOR: HIT-RE 500-V3 DEVIATIONS FROM THE STRUCTURAL PLANNING AS SHOWN MUST BE HARDENING TIME AT TEMP. FROM 68°-75° - 7 HOURS APPROVED BY SMS PLANNING DEPARTMENT. vli CT 1334 5 3/4 2. HILTI INJECTABLE ADHESIVE ANCHOR: HIT-HY 200-A 9)THE STRUCTURAL ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR HARDENING TIME AT TEMP. FROM 70°-86° - 30 MIN. THE DESIGN AND DETAIL OF FLOOR,WALL,AND CEILING STRUCTURES IN CONTROL 3. HILTI INTERNALLY THREADED INSERT: HIS-N M10X110 ACCORDANCE WITH THE STRUCTURAL INFORMATION SHOWN,AND LOCAL GOVERNING BUILDING CODES. ROOM (D(4) 5/8"0 HOLES THROUGH THE USE THIS SIZE WHEN REPLACING AN ANCHOR. 10)ALL ANCHORS,SUPPORTS AND BRACES FOR SECURING THE SIEMENS ADJUSTABLE FEET TO MOUNT THE MIN, CONCRETE THICKNESS: 6" EQUIPMENT ON THE UNDERSIDE OF THE CONCRETE SUB(WHETHER GANTRY TO THE FLOOR IF 4. HILTI INTERNALLY THREADED INSERT: HIS-N M8X90 SUPPLIED BY SIEMENS OR CONTRACTOR)SHALL BE SECURED IN A O REQUIRED, EX. EARTHQUAKE ZONES. USED WHEN MOUNTING HOLES HAVE NOT BEEN DRILLED. MANNER To PREVENT THEM FROM FALLING DURING A DE-INSTALLATION. ALL WORK FOR SECURING THESE MOUNTS SHALL BE BY THE MIN. CONCRETE THICKNESS: 4 3/4". CONTRACTOR. O(4) 1"m HOLES THROUGH FLOOR PLATE TO MOUNT THE PATIENT TABLE TO THE FLOOR. (4) 1"0 ALTERNATE MOUNTING IT IS THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER HOLES. TO DETERMINE THE ANCHORING DEPTH AND CONCRETE STRENGTH NEEDED TO INSTALL THE TABLE BASE WITH THE MAXIMUM POSSIBLE EXTRACTION FORCE SIEMENS SUPPLIED ANCHORS OR EQUIVALENT ANCHORS I AT THESE POINTS IS 3776 POUNDS. (MAX. ANCHOR DIAMETER TO BE 5/8") SPECIFIED BY THE FLOOR LOADING IrL (INCLUDES SAFETY-FACTOR 4). STRUCTURAL ENGINEER AND SUPPLIED BY THE CUSTOMER/ STRUCTURAL FLOOR PLAN CONTRACTOR. DESCRIPTION O F STAT MAX STATIC FLOOR LOAD DUE TO GANTRY'S OWN WEIGHT SCALE: 1/4" = 1'-O° 1 GANTRY AND PATIENT TABLE MOUNTING DETAIL $QALE: AMPLITUDE DIFFERENCE BETWEEN MINIMUM AND MAXIMUM 1/2-1-0 F DYN FLOOR LOADING DURING GANTRY ROTATION TABLE OF PARAMETERS z GANTRY F STAT MAX AMPLITUDE SUPPORT DIAMETER MEASUREMENT (POUNDS) FOR F DYN SURFACE FLOOR AND BUILDING VIBRATIONS POINTS (POUNDS) A +/- THE CT SYSTEM IS NOT SENSITIVE TO COMMON 598 67 VIBRATIONS. IF THE CT IS AWAY FROM B 710 + 67 PERMISSABLE CONTINUOUS VIBRATIONS VIBRATIONAL SOURCES OR THE CT IS REPLACING 2 1/2 IN 2 1/8 IN 10.0 A CT SYSTEM, THAT TO DATE, HAS NOT SHOWN C 996 +/- 67 IMAGE QUALITY PROBLEMS DUE TO VIBRATIONS, OD 607 +/- 67 IT IS USUALLY NOT NECESSARY TO EXECUTE �J VIBRATIONAL MEASUREMENTS. IF THERE ARE ANY THE FLOOR STRUCTURE MUST WITHSTAND THE OCCUPIED WEIGHT L DOUBTS, THE FOLLOWING THRESHOLDS HAVE TO OF THE GANTRY AND THE INDIVIDUAL CONTACT LOADING AREA. BE VERIFIED BY MEASUREMENT: 1.00 DURING GANTRY INSTALLATION AND LEVELING, THE MAXIMUM IN THE THREE SPATIAL DIRECTIONS, w POSSIBLE LOAD ON ONE GANTRY FOOT IS 1745 POUNDS (WITH ACCELERATION IN VIBRATIONS AT THE MOUNTING POINTS OF THE GANTRY AND THE PATIENT TABLE THE GANTRY STANDING ON TWO DIAGONAL FEET). MUST NOT EXCEED THE THRESHOLDS AS A D DESCRIBED HERE. 0.10 THE THRESHOLD IS DEFINED AS ACCELERATION Co j RMS VALUE (ROOT MEAN SQUARE) IN M/S' OF N a AN FFT SPECTRUM DERIVED WITH A FREQUENCY - - - - '^> RESOLUTION OF 1 Hz AND USING A 1 HANNING-WINDOW. THE VIBRATIONS HAVE TO BE J a MEASURED WITH A SAMPLING RATE OF 1000Hz 0.01 USING AN ANTI-AUASING-FILTER WITH A LIMIT g Q 1 10 100 FREQUENCY OF 250Hz. THE THRESHOLD IS /\ Hz VALID FOR VIBRATIONS AT THE INSTALLATION FREQUENCY ( ) U LOCATION WITH A CT IN POSITION. MEASUREMENTS MUST BE TAKEN PRIOR TO THE O TOTAL STATIC LOAD, RESULTING IN THE CENTER OF GRAVITY OF TRANSIENT VIBRATIONS (SHOCKS) INSTALLATION OF THE CT, THEREFORE CHANGES THE GANTRY: 2911 POUNDS, O IN THE EIGENFREQUENCY OF THE SLAB CAUSED ANY TRANSIENT VIBRATION HAS TO BE LESS THAN 0.5 M/S' BY THE ADDITIONAL MASS OF THE CT MUST BE PEAK-TO-PEAK IN THE TIME DOMAIN. THE VIBRATIONS HAVE TO BE CONSIDERED WHEN COMPARING THE FREQUENCY MEASURED WITH A SAMPLING RATE OF 1000Hz. SPECTRUM WITH THE THRESHOLD. O PRO W U z GD-TDP W REV 25 FINISHED ROOM HEIGHT TEL: ( MA"AGE-:425) 877-6084 YOUNG TEL: B4 VMAIL ENT: MIN FOR CT GANTRY ONLY IMUM 6'-10 11/16" SIEMENS JASON.K.YOUNGUSIEMENS-HEALTHINEERS.COM FOR CT GANTRY WITH INJECTOR ARM MINIMUM 7'-6 9/16" CAREVISION MONITOR/CEILING MOUNT SEE DETAIL ON S-102 SHEET CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL AppROVED BY CUSTOMER FOR FINALS 2413892 S. 1 RESULT IN PROSECUTION UNDER W QO 10/22/24 FULL EXTENT OF THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. $YM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: 01 AT T E N T I O N AT THE TIME OF THEIR PREPARATION SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR SHIELDING ' AND A SO W ED 2 5 B. STAHL MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADWTION SCALE: REF. #: DATE: -THIS SET OF PLANS REPRESENTS A COMPLETE SET OF DETAILS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. —ISSUE BLOCK— AS NOTED CPQ-1113605/4 10/22/24 z DROP UNFINISHED CONCRETE CEILING OR THE WEIGHT CAPACITY OF THE CEILING MUST BE 0 CEILING UNISTRUT. CUSTOMER/CONTRACTOR EVALUATED BY A STRUCTURAL ENGINEER. TO DRILL ALL HOLES. _ 1) THREE M16 THREADED HOLES FOR THE THREADED o N RODS IN THE CEILING PLATE. o a a INTERFACE PLATE Ir 2) THREE 11/16" THREADED HOLES FOR THE THREADED HORIZONTAL RODS IN THE INTERFACE PLATE. ARM FOR 3) FOUR 11/16" HOLES FOR MOUNTING TO UNFINISHED RADIATION THREADED RODS zx CEILING. PROTECTION N°' SHIELD i 4) CANOPY "SMALL" - 01'-2 3/16" _ x f a "BIG" - 01'-11 5/8" NOTE: FOR THE WEIGHTS OF ALL SIEMENS EouIPMENi s"owN ON 6 n " �,-� CEILING COLUMN, �,M "BIG" CANOPY IS MANDATORY FOR UNFINISHED CEILING THIS PLAN, SEE THE "EQUIPMENT LEGEND"ON SHEET A-101. f SUPPLIED AND N o INSTALLTION. INSTALLED BY SIEMENS. -< 5) STANDARD CEILING COLUMN CAN BE PARTIALLYZ. �I INSTALLED ABOVE THE DROP CEILING TO GAIN MORE CT 1334 UNFINISHED CEILING DISTANCE TO THE GANTRY TO ACCOMMODATE A LOWER INSTALLATION CEILING. SHORTENING OF THE CEILING COLUMN IS NOT UNFINISHED CONCRETE PERMITTED. LENGTH OF CEILING COLUMN IS 1'-11 5/8". CEILING OR UNISTRUT. 6) SPACER SLEEVES CONTAINING THREADED RODS TOP OF GANTRY z CUSTOMER/CONTRACTOR SUPPLIED BY SIEMENS AND INSTALLED BY THE .i N� HORIZONTAL TO DRILL ALL HOLES. CEILING PLATE CUSTOMER/CONTRACTOR. THREADED RODS ARE SUPPLIED WHEN ROTATED: ARM FOR IN 3'-3 3/8" LENGTHS AND MAY BE SHORTENED TO 6-8 MONITOR(S) ACCOMMODATE CEILING HEIGHT. MONITOR CEILING SYSTEM (MCS) 4 ANCHORS ARE INCLUDED IN THE DELIVERY VOLUME, Z WITH TWO HORIZONTAL ARMS L HILTI HST 3 M16 OR FISCHER FAZ II 16/25. EXTRACTION s-ios �l FORCE IS MIN. 1,349 LBS. AT EACH CEILING MOUNTING 0 ORIENTATION POINT. POINT D 1,4" U ~o as M16 1) o DROP Q=� CEILING r ¢ �v SYSTEM CABLES is CONTROL ROOM \ n ARM FOR �- - \ x m 11/i6"3) as m — INTERFACE PLATE �M b 176" MONITORS) INTERFACE/CEILING 0 N PLATE, 9/16" THICK, 'o SUPPLIED BY SIEMENS AND INSTALLED BY THE m: I 4) CUSTOMER/ CONTRACTOR. TOP OF GANTRY _ CEILING COLUMN, DROP WHEN ROTATED: SUPPLIED AND 5) Ir CEILING 6'-8" INSTALLED BY SIEMENS. INTERFACE CEILING PLATE MONITOR CEILING SYSTEM (MCS) + 0 WITH ONE HORIZONTAL ARM INTERMEDIATE CEILING INSTALLATION S°ALE: CARE VISION MONITOR CEILING MOUNT DETAIL 7 NONE L STRUCTURAL CEILING PLAN SCALE: 1/4" = 1'—O" z W U 0 0 W U z GG-T0P W REV 25 FINISHED ROOM HEIGHT TEL: (425) 877_6084MA"AGE-: YOUNG TEL: 84 VMAIL ENT: SIEMENS FOR CT GANTRY ONLY MINIMUM 6'-10 11/16" EMAIL:JASON.K.YOUNGUSIEMENS-HEALTHINEERS.COM FOR CT GANTRY WITH INJECTOR ARM MINIMUM 7'-6 9/16" CAREVISION MONITOR/CEILING MOUNT SEE DETAIL ON S-102 SHEET CASCADE VALLEY HOSPITAL 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 S. RESULT IN PROSECUTION UNDER W QO 10/22/24 AppROVED BY CUSTOMER FOR FINALS FULL EXTENT OF THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. SYM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: ATTENTION AT THE TIME OF THEIR PREPARATION. SINCE BOTH THESE FACTORS ARE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR%-RAY AND ASSOCIATED 3 5 B. STAHL I 102 MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION SCALE: REF. #: DATE: -THIS SET OF PLANS REPRESENTS A COMPLETE SET OF DETAILS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. —ISSUE BLOCK— AS NOTED CP0-1113605/4 10/22/24 z P ELECTRICAL LEGEND ELECTRICAL NOTES O ON-SITE LAN INCANDESCENT/FLUORESCENT/LED --------------T--------T- 2 9 CONNECTION "X-RAY ON" SYM SIZE DESCRIPTION REMARKS 1)COMPLIANCE: ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH THE WARNING ABOVE ROOM ENTRY DOOR NATIONAL ELECTRICAL CODE(NFPA-70),O.S.H.A. REGULATIONS,AS WELL AS LIGHT OUTSIDE SCAN ROOM SUPPLIED AND INSTALLED BY CUSTOMER/CONTRACTOR APPLICABLE REGULATIONS OF CITY,COUNTY,STATE AND FEDERAL AGENCIES. 7 Q 6"x 6" OPENING IN TOP OF FLUSH MOUNTED RACEWAY IN SHOWN LOCATION. GANTRY CABLE ACCESS PROVIDE MATERIALS AND EQUIPMENT THAT COMPLY WITH ANSI,IEEE AND NEMA STANDARDS AND ARE U.L.LISTED AND LABELED.THE I ® AS REQUIRED PULL BOX MOUNTED FLUSH WITH FINISHED WALL AT THE FLOOR LINE IN CONTROL AREA IN CUSTOMER'S/CONTRACTOR'S WORK AND ALL EQUIPMENT INSTALLED SHALL E - {_j I i SHOWN LOCATION PROVIDED WITH 3"0 OPENING IN FINISHED COVER. COMPLY WITH THE CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE /1 1 MP VD1 14 AWG --- EMERGENCY POWER OFF BUTTON. EXACT LOCATIONS TO BE DETERMINED BY SEE POWER SCHEDULE ADOPTED/ENFORCED BY THE AUTHORItt HAVING JURISDICTION. MAX ® CUSTOMER/CONTRACTOR 2) QUALITY ASSURANCE:THE CONTRACTOR SHALL VERIFY EXISTING - . CONDITIONS IN THE FIELD TO INSURE THAT THE NEW WORK WILL FIT INTO S FD1 W FI AS REQUIRED PULL BOX MOUNTED ABOVE FINISHED CEILING. CARE VISION MONITOR THE EXISTING STRUCTURE AS SHOWN ON THE DRAWINGS.SHOULD ANYCONDITIONS EXIST OR BE DISCOVERED THAT PREVENT THE INSTALLATION OF CEILING MOUNT WORK AS SHOWN,THE CONTRACTOR SHALL NOTIFY THE OWNER'S aHOTi RELAY (1) ® --- MAIN PANEL WITH MAIN BREAKER. EXACT LOCATION DETERMINED BY CUSTOMER/CONTRACTOR. SEE POWER SCHEDULE. REPRESENTATIVE PRIOR TO FABRICATION OF EQUIPMENT,OR THE 1 F 24 VAC PERFORMANCE OF ANY WORK THAT MAY BE AFFECTED.DO NOT ALTER NORMALLY OPEN © AS REQUIRED PULL BOX MOUNTED FLUSH WITH FINISHED WALL AT 76"ABOVE FINISHED FLOOR IN SHOWN EATON UPS OR POWER DRAWINGS,DIMENSIONS,OR SPECIFICATIONS IN ANY WAY WITHOUT 8 LOCATION. CONDITIONER CONTACTING AND RECEIVING WRITTEN CONFIRMATION FROM SIEMENS PROJECT ® PULLBOX MOUNTED FLUSH WITH FINISHED WALL AT WIRELESS ACCESS POINT LOCATION AND 110 WIRELESS ACCESS POINT MANAGER.ALL DIMENSIONS ARE FROM FINISHED SURFACES.CONDUIT AND 8 x 8 x 4 PULL BOXES TO BE INSTALLED BY THE CUSTOMER/CONTRACTOR WITH ' NEUTRAL VOLT DUPLEX OUTLET. HEIGHT OFF FF: > 6'-6 3/4" LOCATIONS BEING FIELD VERIFIED BY THE SIEMENS PROJECT MANAGER. Fi' B 6 FT. NI 6"x 3-1/2" ELECTRICAL DUCT MOUNTED FLUSH WITH FINISHED FLOOR(TRENCH DUCT)AND PARALLEL WITH RACEWAY 3) POWER SUPPLY SOURCE:POWER SUPPLIES FOR SIEMENS HEALTHCARE DEDICATED POWER SOURCE, 3 \ PIGTAILS THE FLOOR SLAB IN SHOWN LOCATION. PROVIDED WITH WATERPROOF,REMOVABLE COVERS EQUIPMENT SHALL BE FROM A MEDICAL IMAGING PANEL OR BUILDING L SUPPLIED AND INSTALLED BY _ 15 FINISHED TO MATCH FLOORING. DUCT TO BE DIVIDED INTO TWO SECTIONS WITH METAL DIVIDERS. SERVICE EQUIPMENT THAT IS A GROUNDED 3 OR 4-WIRE WYE'SOURCE PER CUSTOMER/CONTRACTOR. SEE \ _ - LENGTH: 7'-11" THE SPECIFIC EQUIPMENT OPERATION REQUIREMENTS.A DEDICATED CIRCUIT " DSPOWER SCHEDULE". 16 SUPPLIED SHALL BE PROVIDED THAT IS KEPT ENTIRELY FREE AND INDEPENDENT OF /^ 24 VOLTS 161 6"x 3-1/2" ELECTRICAL DUCT RUN HORIZONTALLY ON THE WALL AT THE FLOOR LINE AND SURFACE RACEWAY ALL OTHER BUILDING WIRING.NO ELEVATORS,GENERATORS,PUMPS, HVAC OR UJI ORIEN TAT ION MOUNTED ON FINISHED WALL AS SHOWN FOR EXCESS CABLE STORAGE. LENGTH:4'-8" SIMILAR EQUIPMENT SHALL BE CONNECTED TO THE SAME CIRCUIT OR POINT (FOR DOOR MEDICAL IMAGING PANEL THAT SERVES THE SIEMENS HEALTHCARE EQUIPMENT. HD7 SWITCH V771 6"x 3-1/2" ELECTRICAL DUCT MOUNTED FLUSH WITH FINISHED WALL IN SHOWN LOCATION PROVIDED WITH RACEWAY IF THE POWER SUPPLY SOURCE DOES NOT MEET THE SPECIFIC SIEMENS '1 1) RELAY WITH A 24 VOLT,AC COIL(NOT TO ONLY) FINISHED, REMOVABLE COVERS.TO EXTEND FROM FLOOR LINE TO END ABOVE FINISHED CEILING. EQUIPMENT POWER REQUIREMENTS,THE CONTRACTOR SHALL PROVIDE THE 7 ' EXCEED 5 AMPS) SUPPLIED BY ELECTRICAL DUCT TO BE DIVIDED INTO TWO SECTIONS WITH METAL DIVIDERS. NECESSARY EQUIPMENT REQUIRED TO ESTABLISH THE POWER SUPPLY IN L CONTRACTOR.ALL ITEMS EXTERNAL TO THE (f 14 AWG I AS REQUIRED ACCORDANCE WITH THE REQUIRED POWER SUPPLY PARAMETERS OF THE 14 r� SIEMENS CABINET ARE TO BE SUPPLIED AND MAX. CONDUIT FROM POWER SOURCE TO "UPS"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE SIEMENS EQUIPMENT.THE CONTRACTOR SHALL COORDINATE THIS WORK WITH INSTALLED BY CONTRACTOR. 2 AS REQUIRED CONDUIT FROM "UPS"TO"MP"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE THE CUSTOMER AND/OR UTILITY COMPANY FIELD REPRESENTATIVE. - SIEMENS POWER 3 AS REQUIRED CONDUIT FROM "MP"TO"EPO"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE 4) WORK FURNISHED BY CUSTOMER/CONTRACTOR:WORK NOT PROVIDED BY °f IR DISTRIBUTION SIEMENS HEALTHCARE BUT SHOWN ON DRAWINGS TO BE FURNISHED AND O CT 1334 - BY CUSTOMER/CONTRACTOR SYSTEM (B) 4 AS REQUIRED CONDUIT FROM "EPO"TO "EPO"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE INSTALLED BY CUSTOME5/NOTEDAOT°HERWICLU ES,BUT I R NOT LIMITED T 12 v PC INSIDE THE GANTRY 5 AS REQUIRED CONDUIT FROM "EPO"TO 'VDi"(B)SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE DUCTS,WIRING TROUGHS,PULL BOXES.CONDUITS,CIRCUIT BREAKERS. 4 ACCESS PANELS,EMERGENCY OFF BUTTONS,DOOR SWITCHES,WARNING PO 6 AS REQUIRED CONDUIT FROM PPO"TO "UPS"SIZED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE LIGHTS,WIRING,WIRING DEVICES,CONNECTORS,LIGHTING EQUIPMENT AND CONTROL X-RAY WARNING LIGHTS AND AS REQUIRED CONDUIT FROM "MP"TO"VDi"(8). SEE POWER SCHEDULE GROUNDING. 5) RACEWAY AND CONDUIT NOTES:ALL CONDUITS SHALL BE INSTALLED IN ROOM PO A DOOR SWITCH SCHEMATIC 8 3"0 CONDUIT FROM 'VD1"(B)TO"COD". MAX.CONDUIT LENGTH COMPLIANCE WITH THE CURRENT ENFORCED EDITION OF THE NATIONAL 1 70'-0" ELECTRICAL CODE. E 101 DS AUXILIARY WIRING NONEE CONDUIT BODIES SHALL NOT BE USED.WHERE A CONDUIT ENTERS A 1 9 1"0 CONDUIT(IF NEEDED)FROM 'VDT"(B)TO ON-SITE AN MAX.CONDUIT LENGTH BOX, FITTING,OR OTHER ENCLOSURE,AN INSULATED THROAT CONNECTOR 70'-0" SHALL BE PROVIDED TO PROTECT THE WIRE FROM ABRASION.ALL 10 10 1"0 CONDUIT FROM 'VD1"(B)TO'WAP". MAX.CONDUIT LENGTH CONNECTORS FOR EMT SHALL BE COMPRESSION OR DOUBLE SET SCREW 54'-0" KEEP RACEWAYS AT LEAST 6 INCHES AWAY FROM PARALLEL RUNS OF 0 5 II AS REQUIRED CONDUIT FROM 'VD1"(B)TO"WARNING LIGHT",SIZED BY ELECTRICAL ENGINEER OF RECORD. FLUES OR STEAM AND HOT WATER PIPES. INSTALL RACEWAY RUNS ABOVE 13 WATER AND STEAM PIPES PROVIDED THAT CABLE RUN DISTANCES ARE 12 AS REQUIRED CONDUIT FROM 'WARNING LIGHT"TO "WARNING LIGHT",SIZED BY ELECTRICAL ENGINEER OF MAINTAINED.USE TEMPORARY CLOSURES TO PREVENT FOREIGN MATTER FROM 11 SYMBOLS RECORD. ENTERING RACEWAY. CONDUIT RUNS ARE SHOWN SCHEMATICALLY. INSTALL CONDUIT WITH A 6- ALL MAY NOT APPLY 13 AS REQUIRED CONDUIT FROM 'VDi"(B)TO"DS",SIZED BY ELECTRICAL ENGINEER OF RECORD. MINIMUM OF BENDS IN THE SHORTEST PRACTICAL DISTANCE CONSIDERING -.. THE BUILDING CONSTRUCTION AND OBSTRUCTIONS, EXCEPT AS OTHERWISE ® MAIN PANEL OR ENCLOSURE BY CUSTOMER/CONTRACTOR 14 AS REQUIRED CONDUIT FROM 'T)S"TO"DS",SIZED BY ELECTRICAL ENGINEER OF RECORD. INDICATED.THE CONTRACTOR SHALL MAKE CERTAIN THAT ANY IS 2-1/2"0 CONDUIT FROM 'VD1"(B)TO"F1". MAX. CONDUIT LENGTH CONDUIT/RACEWAY RUNS CONTAINING SIEMENS HEALTHCARE CABLES DO NOT OPENING IN RACEWAY OR TRENCHDUCT EXCEED THE SPECIFIED MAXIMUM DISTANCES AS SHOWN ON THE ELECTRICAL CABLE SET USED PER QUOTE/ORDER: 50'-0" DETAILS.LISTED CONDUIT SIZES FOR SIEMENS-SUPPLIED CABLES MUST BE I 0 PULLBOX IN (FLOOR/WALL/CEILING) 16 2-1/2"0 CONDUIT FROM 'YD1"(B)TO"F7". MAX.CONDUIT LENGTH CONNECTORS TO BE PULLED THROUGH WITHOUT DAMAGE. MAINTAINED IN ORDER TO ENABLE THE TOTAL CABLE BUNDLE INCLUDING IrL SYSTEM CABLING 30M 86'-0" DOOR SWITCHES ARE ❑ OPENING IN ACCESS FLOORING PROVIDE ENCLOSED METAL WIRE DUCT RACEWAY SYSTEM WHERE SHOWN REFER TO THE SIEMENS SUPPLIED CABLE ON DRAWINGS WITH DIVIDERS TO SEPARATE THE DUCT INTO TWO OR THREE 0 OPTIONAL(PER LOCALI LEGEND FOR THE ACTUAL LENGTH OF EACH WARNING LIGHT(X-RAY ON) SEPARATE COMPARTMENTS AS SHOWN ON THE SIEMENS PLANS(FOR POWER CODE REQUIREMENTS). CABLE CONNECTION. AND SIEMENS HEALTHCARE CABLING). DIVIDERS AND CROSSOVER PIECES TO DS DOOR SAFETY SWITCH BE PROVIDED AS NECESSARY.THE CABLE TO CABLE AS WELL AS THE (EPO) EMERGENCY POWER OFF BUTTON CIRCUIT TO CIRCUIT SEPARATION REQUIREMENT WAS EVALUATED DURING THE ILI UL SYSTEM CERTIFICATION OF THE EQUIPMENT.ADDITIONAL SEPARATION OF THE SYSTEM CABLE ASSEMBLIES INTO SEPARATE OR PARTITIONED RACEWAYS, ® TRENCHDUCT UNLESS OTHERWISE NOTED,IS NOT NECESSARY TO INSURE SEPARATION OF ELECTRICAL RACEWAY PLAN =___= CEILING DUCT CONTRACTOR SUPPLIED CABLES CIRCUITS. PROVIDE WIRE DUCT/RACEWAY WITH ACCESSIBLE REMOVABLE COVERS. UNDER FLOOR DUCT LOCATIONS OF BUILDING MATERIAL OPENINGS(I.E.ACCESS PANELS)TO BE SCALE 1/4" = 1 -� CUT IN FIELD ARE TO BE COORDINATED WITH THE DRAWING REQUIRMENTS 0 SURFACE DUCT FROM VIA TO DESCRIPTION REMARKS AND BUILDING STRCTURE.THOSE THAT ARE NOT INDICATED OR INTERFER WITH BUILDING ELEMENTS SHALL BE COORDINATED WITH SIEMENS PROJECT ® VERTICAL DUCT POWER 1 UPS SEE EATON POWERWARE PLANNING GUIDE. SEE POWER SCHEDULE MANAGER. ELECTRICAL PULL BOXES AND RACEWAY COVERS SHALL BE SOURCE INSTALLED IN A MANNER TO ALLOW ACCESSIBILITY FOR INSTALLATION AND ' ETHERNET CONNECTION TO CUSTOMER'S INFORMATION MAINTENANCE.CONTRACTORS MUST PROVIDE PULL STRINGS FOR ALL CONDUIT SYSTEMS NETWORK(VERIFY WITH EMS PROJECT MANAGER). UPS 2 MP SEE EATON POWERWARE PLANNING GUIDE. SEE POWER SCHEDULE AND WIRE DUCT/RACEWAY.IN-FLOOR TRENCH DUCT AND FLUSH FLOOR 6-11" MP 3 EPO DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE BOXES SHALL BE PROVIDED WITH FULLY GASKETED REMOVABLE COVERS. 110 VOLT, 20 AMP, HOSPITAL GRADE DUPLEX OUTLET WHEN JUNCTION BOXES AND WIRE DUCT/RACEWAY ARE MOUNTED UNLESS OTHERWISE STATED. EPO 4 EPO DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE HIGHER THAN 14 FEET ABOVE FINISHED FLOOR,THE ELECTRICAL CONTRACTOR 2-7 EPO 5,VD1,FD1 B DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE SHALL PROVIDE TWO ELECTRICIANS TO HELP THE SIEMENS INSTALLERS PULL / 110 VOLT, 20 AMP, HOSPITAL GRADE QUAD OUTLET SIEMENS SUPPLIED CABLES AT CUSTOMER'S EXPENSE. WHEN JUNCTION L 1--------------T--------- 9 1/2" EPO 6 UPS DETERMINED BY ELECTRICAL ENGINEER OF RECORD. SEE POWER SCHEDULE BOXES AND WIRE DUCT/RACEWAY ARE MOUNTED ABOVE A HARD CEILING(I.E. MP 7,VDI,FDI B 3 PHASE CONDUCTORS, 1 NEUTRAL AND 1 GROUND. SIZED BY ELECTRICAL SEE POWER SCHEDULE SHEET ROCK),A 24"x 24"ACCESS PANEL IS REQUIRED AT EACH JUNCTION ENGINEER OF RECORD. BOX AND WITHIN 2 FEET OF EACH RACEWAY TRANSITION(SUCH AS A 90 SPECIAL PURPOSE RECEPTACLE DEGREE ELBOW OR TEE)IN DUCT/RACEWAY.THERE MUST BE FREE AND III L6-30R W B FD1,VD1,1I WARNING DETERMINED BY ELECTRICAL ENGINEER OF RECORD. CLEAR ACCESS TO JUNCTION BOXES AND WIRE DUCT/RACEWAY.WHEN Li LIGHT ACCESS PANELS ARE LOCATED MORE THAN 3 FEET FROM JUNCTION BOXES WARNING 12 WARNING DETERMINED BY ELECTRICAL ENGINEER OF RECORD. AND WIRE DUCT/RACEWAY THE ELECTRICAL CONTRACTOR SHALL PROVIDE TWO VD LIGHT LIGHT ELECTRICIANS TO HELP SIEMENS INSTALLERS PULL SIEMENS SUPPLIED C B FD1,VD1,13 IDS DETERMINED BY ELECTRICAL ENGINEER OF RECORD. CABLES AT CUSTOMER'S EXPENSE. L) FDi 6) WIRING:ALL WIRING INSTALLED SHALL BE 600 VOLT CLASS,STRANDED POWER REQUIREMENTS DS 14 DS DETERMINED BY ELECTRICAL ENGINEER OF RECORD. TYPE THHN/THWN-2,SINGLE CONDUCTOR ANNEALED COPPER FOR A MAXIMUM OPERATING TEMPERATURE OF 90-C(194'F),SIZED AS INDICATED, INSTALLED IN METAL RACEWAYS.THE CUSTOMER/CONTRACTOR SHALL LEAVE A SYSTEM SUPPLY POWER SUPPLY MAIN MINIMUM 10 FEET OF WIRE TAILS AT ALL OUTLET POINTS WITH WIRE VOLTAGE CONSUMPTION IMPEDANCE CIRCUIT IDENTIFICATION TAGGED AT BOTH ENDS FOR FINAL CONNECTION BY THE 1 (VOLTS) (kVA) (mil) BREAKER CUSTOMER/ELECTRICAL CONTRACTOR. 7)SHORT CIRCUIT REQUIREMENTS:ALL CIRCUIT BREAKERS SUPPLIED FOR -. B (AMPS) THE SIEMENS EQUIPMENT REQUIREMENTS SHALL BE RATED HIGHER THAN THE U -'T SHORT CIRCUIT AVAILABLE AT THE TERMINALS OF THE ELECTRICAL EQUIPMENT 30 SEE AS DETERMINED BY THE ENGINEER OF RECORD, BUT NOT LESS THAN GANTRY WITH PATIENT TABLE 4S0/277Y BELOW 5 300 125 35,000A EMS SYMMETRICAL AT 480V,3-PHASE,60 HERTZ.THE CONTRACTOR _ SIEMENS SUPPLIED CABLES SHALL OBTAIN THE CORRECT SHORT CIRCUIT CURRENT RATING OF ALL THE O t1 �I NEW EQUIPMENT FOR INSTALLATION FROM THE ENGINEER OF RECORD. F1 POWER CONSUMPTION OF GANTRY WITH PATIENT TABLE ORIENTATION OPERATING FOR 4 SEC. S 115 kVA POINT OPERATING FOR 10 SEC. 5 100 kVA FROM VIA TO DESCRIPTION REMARKS O D OPERATING FOR 30 SEC. 5 75 kVA OPERATING FOR 50 SEC. S 63 kVA B FD1,VDL8 COD POWER CABLE;W46:30OV, DATA CABLE;W48:OV,W050:OV,W51:30V,W60:30V MAXIMUM LENGTH 88'-0" OPERATING FOR ,GO SEC. S 40 kVA B FD1,VD1,9 ON-SITE ETHERNET CABLE MAXIMUM LENGTH 88'-0" CONDUIT LENGTH CALCULATIONS STAND-BY - S 3 kVA LAN B FD1,VD1,10 WAR ETHERNET CABLE MAXIMUM LENGTH 72'-0" IF SITE SPECIFIC CONDITIONS EXCEED THE FOLLOWING ASSUMED -- VALUES THEN ADDITIONAL LENGTH MUST BE SUBTRACTED BY THE I1I IF AN ON-SITE TRANSFORMER IS REQUIRED TO OBTAIN CT B FD1,VD1,15 F1 POWER CABLE MAXIMUM LENGTH 68'-0" W ° OPERATING VOLTAGE, IT MUST BE OF SUFFICIENT CAPACITY AND ELECTRICAL CONTRACTOR FROM THE MAXIMUM CONDUIT LENGTHS CT 1334 CHARACTERISTICS TO MAINTAIN SUPPLY VOLTAGE AND IMPEDENCE B ED LVD 1,16 F1 CONTROL CABLE MAXIMUM LENGTH 104'-0" LISTED. REQUIREMENTS (TRANSFORMER AND CONDUCTORS). IF DUCT LOCATIONS ARE ALTERED FROM THE SHOWN LAYOUT IT I, CONTROL IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY TO U ROOM DO NOT CONNECT ANY EXTERNAL USERS TO THE CT POWER RECALCULATE THE MAXIMUM CONDUIT LENGTHS. LINES. ASSUMED VALUES USED IN CALCULATING STATED MAXIMUM A THE EXAMINATION ROOM SHOULD BE EQUIPPED WITH AT LEAST CONDUIT LENGTHS: ONE EMERGENCY POWER OFF (PANIC) BUTTON. VERTICAL DUCTS - 10'-0' 7 Lo FLOOR PENETRATIONS - 3'-0" L GO_TOP W REV 25 CABLE PROTECTION FINISHED ROOM HEIGHT TEL: ( 5)AGE-:084 YOUNG TEL: (425) 677-6Q64 SIEMENS VMAIL ENT: FOR CT GANTRY ONLY MINIMUM 6'-10 11/16" FAX: S I E M E N S CABLES ARE NOT PLENUM RATED.ALL CABLES MUST BE ROUTED EMAIL:JASON.K.YOUN GOSIEMENS-HEALTHINEERS.COM III IN CABLE DUCTS OR CABLE CONDUITS. FOR CT GANTRY WITH INJECTOR ARM MINIMUM CASCADE VALLEY HOSPITAL W CAREVISION MONITOR/CEILING MOUNT SEE DETAILIL O ON S-10 5-102 SHEET 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 ELECTRICAL DIMENSION PLAN CT - 1334 - SOMATOM GO.TOP SCALE: 1/4" = 1 -� THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413892RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 RESULT X PROSECUTION UNDER E- 101 W QO 10�22�24 APPROVED BY CUSTOMER FOR FINALS FULL EXTENT EC THE DER -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES AND EQUIPMENT REQUIREMENTS PRESENTED -IT IS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. SYM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: AT T E N T I O N AT THE TIME OF THEIR PREPARATION SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR%-RAY AND A SO WED 4 5 B. STAHL MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTNG WITH A REGISTERED RADLATION SCALE: REF. #: DATE: -THIS SET OF PLANS REPRESEMS A COMPLETE SET OF DETAILS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. -ISSUE BLOCK- AS NOTED CPO-1113605/4 10/22/24 z 3'-51/2" GROUNDING NOTES POWER SCHEDULE 0 CL OF DUCT/OPENING a CONOUIn AND WIRES SIZES MUST BE EQUIPMENT GROUNDING CONDUCTOR TO COMPLY WITH THE 0ETERMINED Br THE ELECTRICAL ENGINEER 490/env VOLTS. FOLLOWING: of RECORD PER WEO AND TO MAINTAIN P PHASE,4 WIRE, SIEMENS IMPEDANCE REQUIREMENTS. LUS GROUND 1) SIZE GROUNDING WIRE TO SIEMENS EQUIPMENT PER REFER To EATON INFORMATION FOR UPS POWER SCHEDULE REQUIREMENTS. INPUT/OUTPUT WIRE SIZE REQUIREMENT, OBTAN EATON PLANNING GUIDE FROM 2) DERIVED FROM THE ELECTRICAL SERVICE, TRANSFORMER SIEMENS PROJECT MANAGER. 6" X 3 1/2" TRENCH DUCT. OR MAIN DISTRIBUTION PANEL FEEDING THE SIEMENS "a DUCT TO BE DIVIDED INTO EQUIPMENT. PROVDE ADDITIONAL ERB EATON 93PM TWO SECTIONS WITH DIVIDER. 3) RUN IN THE SAME CONDUIT, TROUGH OR RACEWAY AS THE NEAR UPS IF UPS IS 10OKW UPS. OPENING 6" X 6". PHASE CONDUCTORS. SIEMENS REMOTELY FROM SUPPLIED ar EQUIPMENT ROOM. SIEMENS. UP$ INSTALLED Rr 4) CONTINUOUS, WITH NO BREAKS OR USE OF CONDUIT, CONTRACTOR. CHASSIS OR EARTH AS THE SOLE GROUNDING PATH. z 5) BONDED TO CHASSIS AND/OR CONDUIT IN ACCORDANCE MAIN BREAKER z WITH THE NEC REQUIREMENTS. EPo C ER SOUIRCUDRCE EPG PO POW 6) MINIMIZE CONNECTIONS OR TERMINALS TO ENSURE CONTINUITY OVER THE LIFE OF THE INSTALLATION. NC NC NOTE y3 p 7) AS A NORM, THERE SHOULD NOT BE ANY CURRENT NOTE + A(125A) L - - - - - - - � PRESENCE ON THE GROUND CONDUCTOR, BUT IT IS NOTE Z Ir ACCEPTABLE TO HAVE <500.A DURING OPERATION OF THE NC NC Mp o IMAGING EQUIPMENT. gia Awc Mnx. UJI �2/0 AWG MAX. GANTRY ADJUSTABLE FEET AND PowER ORIENTATION MOUNTING HOLE LOCATIONS. SEE DSIsTIEMUTNON POINT DETAIL 1 ON S-101 SHEET FOR SPECIFIC LOCATIONS. 0 SIEMENS SMART REMOTE SERVICE TABLE TO ENSURE THE UPTIME OF YOUR SYSTEM DURING THE WARRANTY ITEM QTY DESCRIPTION + SIDE PERIOD (AND BEYOND WITH A SERVICE AGREEMENT), SIEMENS REMOTE 1 SERVICES (SRS) REQUIRES REMOTE LOCAL AREA NETWORK ACCESS TO UPS 1 EATON 93PM 100 KW UPS (UPS) U PLAN VIEW OF GANTRY CABLE INLETS SIEMENS SYSTEMS. UPS INPUT CIRCUIT BREAKER (ICB)AMPS: 200 THE PREFERRED CONNECTION METHOD IS (VPN)VIRTUAL PRIVATE UPS OUPUT CIRCUIT BREAKER (OCB)AMPS: 150 GANTRY OPENINGS SCALE: NETWORK (WHERE THE CUSTOMER HAS AVAILABLE A VPN CAPABLE Imp 1 M IN MOUNTED. WITH CIRCUIT BREAKER FLUSH OR SURFACE FIREWALL OR OTHER VPN APPLIANCE). THIS METHOD PROVIDES THE POSSIBILITY FOR REMOTE SYSTEM DIAGNOSTICS WITHOUT ADDITIONAL A 1 MAIN BREAKER MUST HAVE TRIPPING DEVICE SO WHEN HARDWARE. PLEASE CONTACT SIEMENS SMART REMOTE SERVICES TO ANY EGO IS PRESSED THE BREAKER TRIPS. DETERMINE BEST IMPLEMENTATION FOR YOUR SITE. CONTACT: 0 BREAKER PMPS:125 (FOR GANIM'"B') I M C PTSCSRS.DL®SI EM ENS-H FALTH I N EERS.COM. POWER QUALITY VOLTS PHASES NEUTRAL GROUND TOTAL WIRES FCUSTOMER DMZ J 480/277Y 3 1 1 5 I� MAGING DEVICE POOR POWER WILL ALTER EQUIPMENT PERFORMANCE SINGLE HOST IP PHASE AND NEUTRAL WIRES TO BE SAME SIZE. GROUND PER NEC. IOR IF SUBNET LISTI IT IS IN THE CUSTOMER'S INTEREST THAT THE ELECTRICAL UNLESS OTHERWISE NOTED,ALL BREAKERS WILL BE 80% RATED CONTRACTOR BE RESPONSIBLE FOR TESTING AND VERIFYING THAT THE EQUIPMENT POWER SUPPLY COMPLIES WITH THE SIEMENS O EPO VARIES NOTE 1 - EPO CIRCUIT#1 SPECIFICATIONS. FSIEMFN$ REMOTE( MAIN CIRCUIT BREAKER EMERGENCY POWER OFF BUTTON ISERVICES DMZ WITH PROTECTIVE COVER THAT PREVENTS ACCIDENTAL 0 r----- ACTIVATION. THE EPO MUST BE OF FAIL-SAFE DESIGN. L - SRS ALL ERO'S TO HAVE MECHANICAL LATCHING MECHANISM. SERVER REOUME SOPERATIONT BE ?CONTRACTS MAINRE BREAKER WIRING ER CAN I CONFIGURATION TO BE DESIGNED BY ELECTRICAL 37450 ENGINEER OF RECORD. 7 �UEDC ROUTER NOTE NOTE 2 - EPO CIRCUIT#2 L LNTERNEJ EP0 CONTACTS TO BE NORMALLY CLOSED,WIRED IN VPNTAPPLIIANCE FIREWALL SERIES, CONNECTED TO CT(B) UPS ONLY. NOTE 3 - EPO CIRCUIT#3 • f ERB CONTACTS TO BE NORMALLY CLOSED, WIRED IN +" F ,t•$� SERIES, CONNECTED TO EATON UPS ONLY. ,^+'�t' :1;•t;L'�a THE EPOS MUST BE INSTALLED BY A QUALIFIED ' } ELECTRICAL CONTRACTOR ACCORDING TO NATIONAL ❑�P+'T:' '.�: ELECTRICAL CODE, STATE AND LOCAL REGULATIONS. MEASURES SHOULD BE TAKEN TO DESIGN THE CIRCUIT IN SUCH A WAY THAT IT WILL ALWAYS WORK WHEN THE MEDICAL EQUIPMENT IS POWERED.THE CUSTOMER IS SOLELY RESPONSIBLE FOR THE IMPLEMENTATION OF THE EPOS AND THEIR ASSOCIATED CIRCUITS AND MUST MAKE THE FINAL DETERMINATION CONSIDERING ALL SITE CONDITIONS AND REGULATORY FACTORS. UNLESS OTHERWISE NOTED,ALL ITEMS LISTED IN THIS SCHEDULE SHALL BE SUPPLIED AND INSTALLED BY CUSTOMER/CONTRACTOR. U 0 0 W U z GD-TDP W REV 25 PROJECT MANAGER:JASON YOUNG TEL: (425) 877-6084VMA SIEMENS FAX: EXT: FAX: EMAIL:JASON.K.YOUNGOSIEMENS-HEALTHINEERS.COM CASCADE VALLEY HOSPITAL W 330 SOUTH STILLAGUAMISH STREET, ARLINGTON, WA 98223 CT - 1334 - SOMATOM GO.TOP THE USE OR REPRODUCTION OF PROJECT #: SHEET: THIS TITLE BLOCK WITHOUT 2413"2RA DATED 9 13 24 SIEMENS AUTHORIZATION WILL 2413892 / RESULT IN PROSECUTION UNDER E 501 W Q0 10/22/24 App O BY CUSTOMER FOR FINALS FULL EXTENT OF THE LAW. -THIS DRAWING IS DESIGNED TO CONFORM TO FEATURES ANO EQUIPMENT REQUIREMENTS PRESENTED -ITIS RECOMMENDED THAT THE SIEMENS DRAWINGS BE INCORPORATED WITH THE CONSTRUCTION -ALL DIMENSIONS SHOWN ON THIS DRAWING ARE FROM FINISHED SURFACES. $YM DATE DESCRIPTION ALL RIGHTS ARE RESERVED. SHEET OF DRAWN BY: � ATTENTION AT THE TIME OF THEIR PREPARATION SINCE BOTH THESE FACTORS PRE SUBJECT TO DESIGN DOCUMENTS FOR REFERENCE. -THIS DRAWING DOES NOT PROVIDE RADIATION SHIELDING REQUIREMENTS FOR X-RAY AND ASSOCWTED 5 5 B. STAHL MODIFICATION,THEY PRE NOT TO BE USED FOR CONSTRUCTION PURPOSES. EQUIPMENT. THE CUSTOMER IS RESPONSIBLE FOR CONSULTING WITH A REGISTERED RADIATION REF. #: DATE: -THIS SET OF PLANS REPRESENTS A COMPLETE SET OF DEEAITS AND SHOULD NOT BE SEPARATED. PHYSICIST TO SPECIFY RADIATION PROTECTION. —ISSUE BLOCK— AS NOTED CPQ-1113605/4 1 Q/22/24 Permit#: 6514 Permit Date: 05/27/25 Permit Type: COMMERCIAL ALTERATION Project Name: CT Scanner Replacement Applicant Name: Skagit Regional Health Applicant Address: PO Box 1376 Applicant, City, State, Zip: Mount Vernon,WA 98273 Contact: Mike Yengich Phone: 360-428-6416 Email: myengich@skagitregionalhealth.org Scope of Work: Replace equipment, new finishes Valuation: 353380.00 Square Feet: 450 Number of Stories: 3 Construction Type: 113 Occupancy Group: I-2; Institutional ID Code: Permit Issued: 09/05/2025 Permit Expires: 03/04/2026 Form Permit Type: COMMERCIAL ALTERATION Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051100102900 330 S STILLAGUAMISH PUBLIC HOSPITAL 651 Medical&Other AVE DISTRICT#3 Health Services Contractors Contractor Primary Contact Phone Address Contractor Type License License Trico Companies LLC 360-757-2373 15066 Josh Wilson CONSTRUCTION Road CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 01/05/2026 C20.BUILDING Please call Joe when you are 01/07/2026 01/07/2026 BUILDING Approved FINAL about 1/2 hour out to meet onsite. Plan Reviews Date Review Type Description Assigned To Review Status 06/13/2025 COMMERCIAL BUILDING Approved ALTERATION 06/13/2025 COMMERCIAL AIRPORT No Comment ALTERATION Received 06/13/2025 COMMERCIAL No civil comments Development Approved ALTERATION Services Manager 06/13/2025 COMMERCIAL No land use concerns. PLANNING Approved ALTERATION 06/13/2025 COMMERCIAL No comments,KS&LT PW-ADMIN-GIS Approved ALTERATION 06/13/2025 COMMERCIAL No comments,JW PW-SEW-REV Approved ALTERATION 06/13/2025 COMMERCIAL No comments,Gus PW-WAT-REV Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $2,362.02 Processing/Technology $25.00 Building Permit Table 4-1 $3,628.67 State Surcharge-Commercial Commercial Only $25.00 Credit Card Service $110.36 Total $6,151.05 Attached Letters Date Letter Description 09/05/2025 Building Permit 05/27/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 06/13/2025 Skagit Regional 1040582 Hannah Hardwick $2,362.02 09/05/2025 Frank Wittman 242196545 Hannah Hardwick $110.36 09/05/2025 XBP Conf: $3,678.67 242196545 Outstanding Balance $0.00 Notes Date Note Created By: 05/28/2025 Contractor is TBD.Once contractor information is provided the Special inspection form needs Kristin Foster to be completed. Uploaded Files Date File Name 09/05/2025 28140262-20250527 BLD6514 Approved Plans.pdf 09/05/2025 28140253-2025 BLD6514 IssuedPermit.pdf 05/27/2025 82c9la7d95a762bl7lf26d10f4f93136 ct scanner structural calculations.pdf 05/27/2025 dtf84e06fd0e9aeefU2ea8f5cf5d2f91 ct scanner special inspection agreement.pdf 05/27/2025 5c7cllf46lla053779577bb23343611a ct scanner commercial tenant improvement application.pdf 05/27/2025 c2c3ee93f20edaefaldf52333d89e3a6 ct scanner drawings.pdf COMMERCIAL TENANT IMPROVEMENT PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 The following information is required for Commercial, Multi-Family,and Mixed-Use Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents.See ASSISTANCE BULLETIN#30 for detailed design requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING;Incomplete applications will not be accepted. REQUIRED DOCUMENTS ✓ City of Arlington Commercial Tenant Improvement Permit Application ✓ Site Plan ✓ Architectural Plans Structural Plans ✓ Structural Calculations Mechanical System Modifications, (if applicable) Plumbing System Modifications, (if applicable) Project Specification Manuals, (if applicable) WSEC Compliance Forms,(if applicable) https:[/waenergycodes.com/ ✓ Special Inspection and Testing Agreement Deferred Submittal Request Airport Property Lease (if building is located within the Arlington Airport Property Boundary) 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans (if not included in the plan set) 3. Fire Sprinkler 4. Fire Alarm 5. Signage B. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work. *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding 0 Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: ❑■ I acknowledge that all items designated as submittal requirements must accompany my Tenant Improvement Permit Application to be considered a complete submittal. COMMERCIAL TENANT IMPROVEMENT INSTALLATION,MODIFICATION OR REMOVAL MAY REQUIRE A SEPARATE PERMIT SUBMITAL *CHECKALL THAT APPLY ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks,piping etc.) ❑ Standpipe systems ❑ Hazardous materials ❑ Private fire hydrants ❑ Industrial ovens/furnace ❑ Fire alarm and detection systems ❑ Spraying or dipping operations ❑ High piled/rack storage ❑ Temporary membrane structure,tents(>200 sq.ft.)or canopies(>400 sq.ft.) ❑ Provide details on any of the above checked items: Type of Permit: New Space ❑ Addition ✓ Alteration Property Address. 330 S. Stillaguamish Ave Project Valuation: 353,380.00 Lot#: Parcel ID No.: 31051100102900 Subdivision: Project scope of work: Replace CT Equipment, new finishes Description of New Tenant Business Operations: Patient Care IBC Construction Type: I-B IBC Occupancy Type: 1-2 Hospital Building/Space Square Footage: 96,532/450 Number of Stories: 3 Square Footage Per Floor: 1st 36,737 2nd 30,995 3rd 14,400 4th Sth 6th Primary Contact: ❑■ Owner ❑ Architect ❑ Engineer ❑ Contractor Owner Name: Michael Yengich office No.: 360-428-6416 Email Address: myengich@skagitregionalhealth.org Cell No.: 360-770-1498 Mailing Address: PO 1376 city: Mount Vernon state: WA zip. 98273 Architect Name: Jennifer Sheahan Office No.: n/a Email Address: jsheahan@skagitregionalhealth.org Cell No.: 360-202-7550 Mailing Address: PO BOX 1376 City: Mount Vernon State: WA Zip: 98274 Professional License Number: 12803 Expiration Date: 06/2026 Engineer Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Primary Contractor: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: REV03.2022 Page 2 of 7 COMMERCIAL TENANT IMPROVEMENT Is water used in t e s washing,rinsing, es No ❑ Don't Know n/a cooling)? Does your busi ES permit? ❑ Yes Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. Jennifer Sheahan 05/27/25 So ature Print Name Date REV03.2022 Page 7 of 7